Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TR 19750_ 01-00000743. 01-00000742. 01-00000735
TRACT 19750 GENERAL NOTES: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE SITE T E R➢ AND,THE LATESTBEDIT 1EN OF THE U B C ICAPPENDIX CHAPTER 33.SPECIFICATIONS ECISE GRADING PLAN COZtA 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE _ ERRP ,�. ELSINORE, PRIOR TO ANY OPERATION. rc TH CONTRACTOR SHALL NOTIFY ALL �/TILITY COMPANIES AND U.S.A. ALERT Py ER�� 1-D00-227-2600 48 HOURS PRIOR TO GRADING. PR o GF pl a' 4 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST MODEL C OMPL EX w 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 4 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY 5 <yf. THE CITY ENGINEER, LOTS 8-10 Fsyo LAKE 6 CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS �� OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. dR ELSIN OR 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL , UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 907 RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ffl�� ESTIMATE OF EARTH\CORK QUANTITIES Y„q 8 FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. 9 FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRISSCARIFIED, AND ITEMS CUT (C.Y.) FILL (C.Y.) 7INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TE§TING AGENCY l� PRIOR TO THE PLACING OF FILL. --- 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. RAW TOTALS(LOTS 8-10) 75 9G1[E M1IOP 11 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2' PER FOOT FOR A MINIMUM OF 3, THEN 1% MINIMUM TO FLOWLINE 71 --- --- OF EARTH SWALE.SUBSIDENCE VICINITY MAP 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10, AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGNDT ro scALE SWALES SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2' --Ivy miarr FROM THE TOP OF CUT OR FILL SLOPES. RMS 13 PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SHRINKAGE --- --- SLOPES ❑VER 5' HIGH. 14 PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. — TOTAL --- 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 75PERMITTED. 16 A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS AND EXPANSIVE CHARACTERISTICS OF THE SOIL. + N JY LOTS REQUIRING SEVER BACKFLO\Y/ PREVENTER 17 GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING F — I D LEGEND AND ENGINEERING DEPARTMENTS + PRIOR TO ISSUANCE OF BUILDING PERMITS, 8, 9, �Q 18 OROCICLEADHEEGIERNGGEEGCILS9I�� DTED BY SOILS INVESTIGATION — F.S. FINISH SURFACE JULY 1 1994 PREPARED BY LOR GEOTECHNICAL SHALL BE CONSIDERED A PART OF rOUIRTwBE CMPLIED WITH. 19 AHREGISTERED CIVIL ENGINEERADING PLAN, ANDL OR LIC T.C. TOP OF CURB ENSED LAND SURVEYOR SHALL SUBMIT I — CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE F.L. FLOW LINE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. HOUSE MIX IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, p0 ro mx L.P. LOW POINT THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 20 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO H.P. HIGH POINT PLAN NUMBER IN THIS PHASE PHASE% COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ 21 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED ,o ro 32 LOT NUMBER BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR p F I G' 1 1 33.3% PAD ELEVATION CUT & FILL SLOPES OVER 30' IN VERTICAL HEIGHT. > m \ 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN T. 1 FOOT a'r GRADED CUT SLOPE 2 33.3% 23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST 2.1 MAX. 1 BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO GRADED FILL SLOPE PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 54 ARE REQUIRED TO BE 2-1 MAX. 3 1 33.3% KEYED AND BENCHED. — I I sEEPCATCH BASIN 24 THESTA SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING En (AA BA�KFI COMPLETIONL OF ALUVIALLEARING AND COLLUVIAL ANDNG TERRACED AND TION AND BEFORE a -4 O EXISTING INLET "r`_ SUBSTRUCTURES. z- ..-('COMPANY B DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION EXISTING STORM DRAIN BENCHING AND FILLING OPERATIONS. r 4 •• ..L-;cQUESTS — ----- (SEE PLAN FOR PIPE SIZE) TOE OF T SLOPEH.P. I+ (TYPICAL) C NEPAL PROPOSED STORM DRAIN SLOPE INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER w — — — _ (SEE PLAN FOR PIPE SIZE) D WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING tAI -� w CONSTRUCTION. — — 4i m\ — 0 25 EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE TOE OF PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES w SLOPE OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED ro — I o_ I SWALE SHALL BE 2'FROM PL WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF, SHRUBS SHALL BE OR AT TOE OF SLOPE,WHICHEVER IS PLANTED AT 10' ON CENTERS, TREES 20'ON CENTER, COMBINATIONS, 15' ON GREATER CENTERS. SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT a FLOWLINE SWAL w -2' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CONSTRUCTION NOTES IX MIN. I� z Ot CONSTRUCT PARKING LOT PER LANDSCAPE PLANS 26 APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE o W I USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. a FLOWLINE SWALE \o w as 1% MIN. 27 APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND > l MAINATAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END w \I OF EACH DAYS WORK. TOE OPE I a \ 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ILITIES IS THE 30 AN APPROVED 29 THE LOCATION ASET OF GRADING PLANS ND PROTECTION[IF ALL T SHALL BE ON THE JOBBSITE AT ALLILITY[IF THE TIMES. PROPOSED L� J PROPOSED 31 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO SIDEWALK I RAW ( CURB & GUTTER 32 ALL COMPLETION OF GRADING PLANTED ANDIRRIGATON FACILITIES SHALL BE PROVIDED FOR .y ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER ORE COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE N0. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. e 5'MIN. 5'MIN. 33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF DIRECTION OF FLOW WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES V MIN VARIES •MIN. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 2 MIN. 2 MIN. FACILITIES ARE SHOWN ON THESE PLANS. STREET C.L. 34 THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED FINISHED FLOOR 6"MIN. PAD PRIOR TO ROUGH GRADE APPROVAL. 35 APPROXIMATE DATE OF BEGINNING OPERATION, NOVEMBER 2001 2%MIN COMPLETION, NOVEMBER 2002 TYPICAL L N T DRAINAGE DETAIL 36 NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3' WILL BE PLACED IN FILLS WITHIN THE ROADBED AREAS OF 3'OF FINISHED �N\ N.T.S. GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE F.L.PER FlNISHED BOOR SPECIFICALLY APPROVED BY THE SOILS ENGINEER, I M1Y� PLAN 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICESAND OBTAIN INDEX MAP 24 MIN. •`" INSPECTION BEFORE APPROVAL 22%MAX. " .+I r° THESE PLANS HAVE BEEN REVIEWED FOR 38 GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED e COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF BY THE BUILDING DEPARTMENT, PLAN 39 THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM V = 200' DEVELOPMENT AND/OR CITYAND STATE LAWS, (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES TYPICAL SIDE YARD SWALE AND A PERMIT CAN BE ISSUED. N.T.S. NPDES PERMIT NUMBER, DATE PERMIT ISSUED,OWNER INFORMATION: �j RICHND AMERICAN HOES � ' p MOM RAYMOND O'DONNELL RCE#26603 P E R M I T#4( '�" 2191 MO STREET,SUITE THIS NUMBER ACCOMPANY OC 2m NORCO,CA 92860 q(T 738-8318 PREPARED UNDER THE DIRECTION OF: TRACT 1 9750 738-8790 FAX PRIVATE ENGINEERING NOTE Underground Service Alert c - CANTYENG/NEER/NG GROUP,INC. CITY OF LAKE ELSINORE Fps° c CIVIL ENGINEERING - PLANNING - SURVEYING SOILS ENGINEER: (0CBI,: TOLL FREE M� EOOGNSTR-ONTPRIGT�6 CISRG �NT WITH TOF W1� E o I)5.Y REGISTERED CIVIL ENGINEER NO. 17550 PRECISE GRADING PLAN FOR RMA GROUP -$UU REWIREDTOASSDMESOLEANDCOIJIF RESPONSIBILITY FOR JOB EXPIRATION DATE L22/_05 DATE: 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 CONOITIONS WRING THE CWRSE OF CONSTRO WOF THE PROTECT, EAp.B-DO-0.5 TEL (909) 683 - 5234 FAX <909) 683 - 5301 MODEL COMPLEX OF_SHEETS INCWDING SATETY OF ILL PERSONS AND PROPERTY;THAT THIS REW IRION M APPROVED BY: 10851 EDISON COURT -W-TO APPLY COMINU N SLY AND NOT BE LIMITED TO NGRMAL cN xaRNIHG HGMRS,AND caHSTRucTION coNTRu:TOR 1,,_s AGREES ro RANCHO CUCAMONGA,CA 91730 227-26C0 DEFENO,INOENNIFYAND HOLD OESIGN PROFESSIONAL H IASSS FROM ANY sir SCALE AS SHOWN BENCH MARK: LOTS 8-10 FILE N0. 989-1751 AND ALL LIABILITY,RE OR ALLEGm.IN CONNECTION WITH THE PERFORWNCE P of cW 989-4287 FAX TWO WORKING DAYS BEFORE YOU DIG a w ON TGS PROJECT.EXCEPTING LIABILITY ARISING FROM THE SOLE wRN RLvls APPR. wTE NEGLIGENCE OF DESIGN MMSSIOIHL. DATE W.O. IF DESIGNED BY BRC DRAwN�IaNs HRC CHECKED BY JWC DATE: OCTOBER 2001 1125-DD6 RICIlIRJO AIERIC 1125-006 I t� J 83.88 82.08ASH STREET 7 TC TC 8TC 5 TC 80.61 TC 77 76.3FL TC TC TCTC 80.8 / 84.5 6. 76 82.6 1 51.20 / 5\7. F�5� 57.20 ° -7-8.L 1 FS FS N I 8FS o 0 82.16 1 / FS cv \ o I / U 83.4 ao N FS -81 Z i N N TC ( 84. 7 = FS - FL \ I .L a� 7 .8� FS I \ i 78. _ F 82.a GRADE BREAK y �84.8 84.5 FL I I I III �6. GFF=77.5 I Uj FS FS .5j GFF=83.2 DF=0.2' I GFF=80.1 1 / F DF=0.5 83 i I FS I I 1 A o � 1 FF=78.0 o0 5.9'o I CR DF=1.0 0 85.6 �; I 83.2 o f 2 1 Vy O 1f = .3' 1 80.1 3BR Z �1 g FF=83.7 DF o 1 77.5 O �� FF=80.6 i l 6 . 0 I HP9 82. Q F � ,{ 86.3 8.3 ) 1 AFL 5 / I FL FL \�77.2 T�y;t r:U;nB"cR ACCOMPANY FS / I �- --�-� 7� I HP -7�2• I ALL INSrECLONAL REQUESTS I FHP FL I 1 1 1 / FL TC 00 CONSTRUCTION NOTE - - ` I CONSTRUCT PARKING LOT PER O LANDSCAPE PLANS R/W 11 35.54 1 10 - -� 1 Y 9 R 57. 0 57.20 Y v 57.20 I SIDEWALK CURB i 79.33 77.07 74.49 TC TC TC TC TC GU TTER Un LAKE STREET LOTS UMBER ADDRESS d 9 3644 ASH STREET Io 5 0 0 20 30 10 3652 ASH STREET SCALE I"=10 FM= =ADA ACCESSIBLE ROUTE nCT 25 NM THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. RAYMOND O'DONNELL RCE#26603 PREPARED UNDER THE DIRECTION OF: TRACT 19/ 5D PRIVATE ENGINEERING NOTE p pPpFEsS,p�( COWCANL E ENGINEERING GROUP,INC. 2 Underground Service Alert �, CIVIL ENGINEERING - PLANNING - SURVEYING CITY OF LAKE ELSINORE x can: TOLL FREE cpNs auc loN caNTa crpa ACXEESH INAccoaewcEwrtX GF Enur m ;. ys� REGISTERED CIVIL ENGINEER NO. 17550 2020 IUWA AVENUE, SUITE 102, P.U. BUX 52050, RIVERSIDE, CA 92507 KOEPTEO cpNsmucrlON PPN:T�OFS eaxsmucrloN epNrXncrae wui eE EXPIRATION DATE: 6/30/05 DATE: TEL (909) 683 - 5234 FAX (909) 683 - 5301 PRECISE GRADING PLAN FOR 1 -800flED«To�uG�T �couRor`XCEa�sle_sD_os OF-SHEETS INcwpiNc sNFm pF ru.PFTaw+su+o PROPEaM1':THAT THIS XEpuIaENENr APPROVED BY: LOTS�, 9& 10 BE WDE TO MPLY COMIXOIXSLY INO NOT 6E LiNDEO i0 NORMIL CML 227-2600 rKKIXING Nouns,wo wXsmuc aN caXTaG OR umNEa caEES Tp sr SCALE II-I0 BENCH MARK: FILE NO. AI UENNL L IEO IL'ITi gFAI OR NIEIi➢,IN CONNECTION W Ii11NTNE PEaFORuaVOE E of G�V aF woaX ON THIS PaaEcr.FxcEarlNp unswtt,wlslNG EaaN THE SDIE waX REVIs- APaa. p1TE DATE W.O. FDR AMERICND F'B1125-006 TWO WORKING DAYS BEFORE YOU DIG NEcuccacE OF oESIGN PapvEsslowi. AUGUST 2001 1125-006 AMERICAN DESIGNED W BRC �` BRC CNEONFD Br JWC DATE: TRACT19750 GENERAL NOTES: SITE T E 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY N LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS Rp, AND THE LATEST EDITION OF THE U.B.C., APPENDIX CHAPTER 33. II A COZtA 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE PRECISE GRADING PLAN SERR �� ,� ELSINORE, PRIOR TO ANY OPERATION, RFC Q��S 3 THE OCONTRACTOR 4SHALL RSOPRIORATO GRADING.COMPANIES AND U.S.A. ALERT MODEL COMPLEX f Q 3 4 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST w 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS, 5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY L O TS 8-10 (q4 THE CITY ENGINEER. e�"YO,pNOUN IN 5111111:11:1F LAKE 6 CUT❑THERWISES SHALL BE NO APPROVED, AND SHALL BE SHOWN ONER THAN 2 ZONTAL TO THE PLAN. 1 VERTICAL, UNLESS 4�P ELSINOR 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL , UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90Y RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ESTIMATE OF EART11b/ORK QUANT111E5 C,q� 8 FILLS SHALL BE COMPACTED THROUGHOUT TO 907 DENSITY AS DETERMINED BY THE Sti9 MODIFIED THREE LAYER A,S.T.M. D-1557-70 TEST METHOD. 9 FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED AND ITEMS CUT (C.Y.) FILL (C.Y.) �1 INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGEN6Y �T < PRIOR TO THE PLACING OF FILL. —�'� 1\ 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL SCALP,r-W PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. RAW TOTALS(LOTS 8-10) 75 --- 11 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS . ,• mI THAN L2' PER FOOT FOR A MINIMUM OF 3, THEN 1%MINIMUM TO FLOWLINE OF EARTH SWALE. SUBSIDENCE --- --- VICINITY MAP 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX IF CUT OR FILL SLOPE IS LESS THAN 10', AND 2X IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE `- NOT TO SCALE SWALES SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2'. FROM THE TOP OF CUT OR FILL SLOPES. SHRINKAGE --- --- 13 PROVIDE 5' WIDE BY I'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 14 PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE --- TOP OF CUT SLOPES.TOTAL 75 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE N N PERMITTED. — 16 A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION (A + ^� REQUIREMENTS AND EXPANSIVE CHARACTERISTICS OF THE SOIL. LOTS REQUIRING SE\vER BACKFLOV PREVENTER 17 GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL LEGEND COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING r AND ENGINEERING DEPARTMENTS IIPGGRIORpp TO ISSUANCE OFOF BUILDING PERMITS. DAME COURT8, 9T 10 19 LOR GEOTECHNICALEAND 7HEEENGINEERING GEOLOGIC IAIV�'1TIGATIONPDATED Y (AF.S. FINISH SURFACE JULY 1 D 94 PREPARED BY LOR GEOTECHNICAL SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. ' TC. TOP OF CURB 19 A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT F.L. FLOW LINE CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE A N I REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. HOUSE MIX IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, w L.P. LOW POINT THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. H.P. HIGH POINT 20 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PLAN NUMBER IN THIS PHASE PHASE% COMMENCEMENT OF ANY CONSTRUCTION/GRADING. .3Z LOT NUMBER 21 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED p> I BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR 1 1 33.3% CUT 8 FILL SLOPES OVER 30'IN VERTICAL HEIGHT. PAD ELEVATION 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN I FOOT. '•I v GRADED CUT SLOPE 2 1 33.3% 23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST F GRADED FILL SLOPE — BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FFOR FULL SUPPORT. I �'' PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO rn ® 211 MAX. 3 1 33.3% PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN Sd ARE REQUIRED TO BE _ CAL� KEYED AND BENCHED. CATCH BASIN 24 THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES, N v A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE — — Q EXISTING INLET BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY 1_ SUBSTRUCTURES. _ — `I u+ ____- EXISTING STORM DRAIN B DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION (SEE PLAN FOR PIPE SIZE) 211 SLOPE BENCHING AND FILLING OPERATIONS. PROPOSED STORM DRAIN TOE OF (TYPICAL)HP C DURIRGAINSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER _ (SEE PLAN FOR PIPE SIZE) SLOPE W MATE I L a D WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING — (A io — -ram— CONSTRUCTION, n+ a+ TOE OF 25 EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE r N E- — SLOPE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUNDFIR q RLOI�E OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND C SWALE SHALL BE 2'FROM PL WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. H/�ll$SOR $HAJLj:>1OM sNY CONSTRUCTION NOTES FLDWLINE SWAL \ W I 2 GREATER E OF SLOPE,WHtcHEVER IS CENTERS.PLANTED ASLOPES NOVER 3'SIN VERTICAL HEIGHT TREES 20'ON ESHALL HAVQ IP RHANERT7 NAL RcQ.ESTS 1%MIN, 1, > IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. O7 CONSTRUCT PARKING LOT PER LANDSCAPE PLANS a w 26 APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE I a I FLDWLINE SWALE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. a` IX MIN, 27 APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND 2' MI . y�I W l I MAINATAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END TOE OF I \ OF EACH DA Y'S WORK. SLOPE a 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. �fO I I I I I I I a I 29 THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE 30 AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES, PROPOSED PROPOSED 31 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO SIDEWALK RiW N CURB a GUTTER 32 ALL SLOPES SHALL ETION OF GRADING BE PLANTED AND IRRIGATON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE R NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION, 5'MIN. 5'MIN. 33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF DIRECTION OF FLOW RESULTINGIDIRECTLY SOLELY RESPONSIBLE HIS OPERATIONS WHETHERFDRINOT SUCH 2 MIN. 2 MIN. FACILITIES ARE SHOWN ON THESE PLANS. FINISHED FLOOR STREET C.L. 34 THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED e'MIN- PAD PRIOR TO ROUGH GRADE APPROVAL. Ir 2%MIN 35 APPROXIMATE DATE OF BEGINNING OPERATION, NOVEMBER 2001 COMPLETION, TYPICAL L❑T DRAINAGE DETAIL 36 NO ROCK OR OTHER IRREDUCIBLE MATERIALIAL WITH MA A MAXIMUM DIMENSION GREATER N.T.S. THAN 3' WILL BE PLACED IN FILLS WITHIN THE ROADBED AREAS OF 3'OF FINISHED , , , N s GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE F.L.PER NISHED FLOOR SPECIFICALLY APPROVED BY THE SOILS ENGINEER. INDEX MAP >I�1~w PLAN 2%MIN• 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 20%MAX. INSPECTION BEFORE APPROVAL, 9P�,1. THESE PLANS HAVE BEEN REVIEWED FOR 38 GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1' = 200' PLAN DEVELOPMENT AND/OR CITY AND STATE LAWSLIANCE WITH THE APPROPRIATE , OF 39 THIS S)IT PERMIT TO REGULATE TE NATIONAL ATI NALPAL APOLLUTANTND DI STORM DISCHARGE ELIMITER NATION SYSTEM TYPICAL SIDE YARD SWALE AND A PERMIT CAN BE ISSUED. N.T.S. NPDES PERMIT NUMBER, DATE PERMIT ISSUED, OWNER INFORMATION: RICHMOND AMERICAN HOMES 2191 5TH STREET,SUITE 105 RAYMOND O'DONNELL RICE#26603 ! NORCO,CA 92860g0� 738-8318 ��77/A� / OCTCT 25 DWI 738-8790 FAX PREPARED UNDER THE DIRECTION OF: TR/ICT 19750 Underground Service Alert PRIVATE ENGINEERING NOTE oPEss, CANTYENGINEERING GROUP,INC.SOILS ENGINEER: call TOLL FREE CONSBUCIONOONTRIOT MINES➢UTINACCDRDNICEWITIGENEWIIY ° ax W.ruv�� CIVIL ENGINEERING - PLANNING - SURVEYING CITY OF LAKE ELSINORE ACCEPIFDmPI M,CONSfR ONSICONTPACNO IE y W,1]SSD REGISTERED CIVIL ENGINEER NO. 17550 RMAGROUP 1 -800 REWIRED £ ONPIEfRE5PoN5OF GORJDa DATE. 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 PRECISE GRADING PLAN FOR coNDmoNoor caNsmucTlGN or m[PRaca, EXPIRATION DATE;_ 8INEER N TEL (909) 683 - 5234 FAX (909) 683 - 5301 10851 EDITON COURT INcwDINcPs IND PROPFMI';nur rills REGDIRr E,IP.R-DD-05 SO, aECW AND NOT aE 4MIM TO NOII APPROVED BY: MODEL COMPLEX OF_SHEETS RANCHO CUCAMONGA,CA 91730 0227-2600 WORKING HSON CgITRILTOR NRIHEN IGREES c vR 989-1751 DEEEND,INOIGN PRO ESSI -1WtMlfSS FROM sr 989-4287FAX oDRWOKEODNl115.PRPEODRo�EccEDrEINO�ON=IIWWIITNm iHEEGREDa�'CE �'fDPcWF SCALE AS SHOWN BENCH MARK: LOTS 8-10 TWO WORKING DAYS BEFORE YOU DIG FILE N0. NEGLIGENCE OF DMIGN PROFrSSIDrw.. MNIt REVISI APPR. DALE DATE W.O. FOR F.B. INS—Lry BRC DRnw^'�' BRC CHECKED Br JWC DATE: OCTOBER 2001 1125-006 RIQMDND ANERI 1125-006 i 'IE 83.88 83.35 82.08ASH STREET 7,9 7 TC I TC TC TC 80.61 TC 76.3FL TC TC TC TC 80.8 / 84.5 6. 76 82.6 57.20 76.5� FS Fs I / 83.0 � I 5� . FS 57.20 / U 83.4 0o I -F o 0 82516 I -FS N \ i / o N `- z I 00 T C I F. 7 = FS 8FS \ I i 7�.L N N I o� N 7 I I ( � I FL �78. 3 i F I r 82. GRADE BREAK y FS8 84.5 FL - I I I / I� 76. GFF=77.5 I Fs GFF-83.2 DF=0.2 I I F _ I Uj 83.5 / I GFF=80.1 1 / of=0.� FS I I I I o 1 I 1A 0 I of II 85.6 I 83.2 I5.9'0 I 2CR DF=1.0' o i I FF=78.0 t� I o I� I I So.1 I ' FF=83.7 DF=0.3' I I I 3BR I I � I O 9.1 f I 5 I fl 77.5 � I I 82.9 �131 FF=80.6 11 I I HP- 82.1� I I \ I FL 86.3 86.3 I 82.5 I 2 �FL FL �77.2 FS FS AFL / l I I 1-I-IP 8 } i HP _a.1\ 76.- �' I TC I `r I 00 I /AFL I CONSTRUCTION NOTE CONSTRUCT\ - -\ - - - - Ol LANDSCAPE PLANS PARKING LOT PER P E �� ;R 11 (� Q -� mF 35.54 I 10 Y57. D R/w v 57.20Y V ALL ,0'' o 57.20 SIDEWALK CURB 79.33 77.07 74.49 -- I TC TC TC TC TC GUTTER �n Ln LAKE STREET LOT NUMBER ADDRESS ne, we � 8 3636 ASH STREET � 9 3644 ASH STREET 10 5 D 10 M.n D' 3( ti TNGeq� EP o_^E =ADA ACCESSIBLE ROUTE 10 3652 ASH STREET SCALE 1•'=10 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITYAND STATE LAWS, AND A PERMIT CAN BE ISSUED. RAYMOND O'DONNELL RCE#26603 PREPARED UNDER THE DIRECTION OF: PRIVATE ENGINEERING NOTE Underground Service Alert p0.0FESSIgw CANTY ENGINEERING GROUP,INC. TRACT 19750 2 ®can: TOLL FREE wN -IONCDN ONAOREESnwTIN.cox E.rt GENER- � CIVIL ENGINEERING - PLANNING - SURVEYING CITY OF LAKE ELSINORE ACCEPIEO CONSTRUCTION PRACTICER,CONSIRIICTION CONTRACTIXi WILL BE .rl)x REGISTERED CIVIL ENGINEER NO. M50 REOwRm roAssuuE wLE Mw coMPLETe RESPoxsaam FOR.wa sTE EXPIRATION DATE: YNL05 2020 IDWA AVENUE, SUITE 102, PA. BOX 52050, RIVERSIDE, CA 92507 1-800 CONDRIONSWRINOTNE MIME 0FCON5NUCIONOr THE P EGT. �B-ADS �� TEL (909) 683 - 5234 FAX (909) 683 - 5301 PRECISE GRADING PLAN FOR 2 INCLUDINGEMT:T'OFMLPERSONSANDMPER-.T TTNISREOUIREMENt APPROVED BY: SN-BEW TO-CONTINUOUSLY AND NOT BE LIMITED TONORI- OF_SHEETS 227-2600 WORKING NOURS,AID CONSTRUCTION CONTRACTOR FLRMER AGREES TO J LOTS 8 9& 10 DEFEND,INDEIINIEY AND Ig1D DESIGN PROFESSIONAL HAtMLE55 GPO.ANr �r SCALE BENCH MARK: + AND ALL LMaILIW.RJ-ORMIEGED.IN CONNECTION WITH THE PERFORMANCE E�GNJ 1'I_1Q� FILE NO. TWO WORKING DAYS BEFORE YOU DIG Or IGR ON THISORI-iEUE%CIDNW LIQUW ARISING FROM THE SDLE _N RErNSIONs APPR. DATE W.O. FOR F.B. DATE RICHMOND jDESIONED BY BRC DRNWN Br BRC CHECKED Br JWC PATE: AUGUST 2001 1125-006 AMEHFMU 1125-006 , , s - y - - HEETINDEX 'MALT 1 t_CTURAL4 .1 , - _ - ". SINOR, 1 COVETt SEER 1 GENERAL NOTES . _TA s;`cN 2 GENERAL NOTES 1NILLIAM HEZMALHALCF{ RR,� AC , -0N-3 DONERAL NOTES ALNOTESA R C H I T E C T S 1 N C. 0oaten ,17875 VON KN01/N W E AM IRVINE CA9ffi74ffiS6. PLAN t•A•SLAB INTERFACE PLAN k PARTIAL.a'C'SLAB INTERFACE PLUM . "A7.1 PLAN t A'FLOOR PLANS(SPANISH) .. - :: .. _ `" 1.3 PLAN 1 ELECTRICAL UTILITY PLANS e19 250 Ofi0'7 MwMrdWMWd1 m0 fu BIB 250 1528 .. .....-SINGLE - ,.,., - At.2 PLAN t FLOOR PLAN OPTIONS :.. .., ARD 9NrE81S G815�5'17 HOMES / 77Hproc @S/63 1723 FAMILY ,. At.4 PLAN t BURDINc sECnLEV :STAIR ROOFSECTIONS - ..; ,.,, ._-A1.3 PLAN 1 •A'EXTERIOR ETtIiAnONS k ROOF PLAN(SPANISH) .` .. ... MN 1 INTERIOR FOR ELEVATIONS ® ITI - CVS Cy - _ jk:6 PLAN i'B'ADDENDA FLOOR PLANS(COTTAGE) A1.7 PLAN 1 b•EXTERIOR ElEVAn0115!ROOF PLAN(COTTAGE) - -. ,• //��\ A1.e 1><.w 1'CADDENDA FLOOR PLANS(TRADInaNuj LAKE CA _- PW1 1 *A SLABEXTE ION INTERFACE PLAN k ROOF PUN GRAD GNAL) \G HezAq _. ' .,:'A2.0 - PLAN 2'A•SLAB INTERFACE PLAN!PARTIAL -.ve - .. •B'!'C'SLAB INTERFACE PLANS -A2.7 PLAN 2'A'FLOOR PLANS(SPANISH) 122 PLAN 2 FLOOR PLAN OPTIONS ` ,g A2.3 PLAN 2 ELECTRICAL/UTILITY PLANS ';AAL2.5 P N 2$A EMIIORSECTIONSEELEAnaSTAIR S t SECTIONS CF N(SPANISH) F cAt-AF�P RICHMOND A\{�////Ap��� AxePLAN 2•B'ADDENDA FLOOR PUNS(COTTAGE)A ■ ■ AHOMECALIFORNIA LL PLAN 2•B-INTERIOR EXTERIOR LE ELEVATIONS!ROOF PLAN(COTTAGE) _ A2.e PLAN 2'C•ADDENDA FLOOR PLANS(TRADITIONAL) A2.9 PLAN 2•C EXTERIOR ELEVATIONS k ROOF PUN(TRADITIONAL) .A2.10 .PLAN 2 INTERIOR EIEVAnd/5 2191 5 T H STREET, SUITE 105 AID PLAN 3•A• INTERFACE PLAN k PARTIAL •B•!•C•SLAB INTERFACE PLANS .. All PLAN 3'A'FLOOR PLANS(SPANISH) ,00 - A32 PLAN 3 FLOOR PLAN OPTIONS A3.3 PLAN 3 ELECTRICAL/UTILITY PLANS N ' N 0 R C 0 CALIFORNIA 92860 A3,4 PLAN''ADDING sEDTILEV k STAIR SECTIONS ' A3.5 PLAN 3'A'EXTERIOR ELEVATIONS!ROOF PLAN(SPANISH) ,. A3.8 PLAN 3•B•ADDENDA FLOOR PLANS(fx)TTACC -. PHONE (909) 738-8318 FAX (909) 738-8790 A3.7 BAN 3•B•ADDENDA ELEVATIONS,W!RDDF PLAN(GD,TA Gty A3.e PLANS•C•EXTERIOR FLOOR PLANS(TRADITIGIK p EXT.ELEV. A3,9 PLAN 3'C'EXTERIOR t1EVATI0NS k ROOF PLAN TRADITIONAL) A3.1A&I/ PLAN 3 INTPLAN 3 ERIOR ELEVAOTIONS T.HOBBY Y® D-1 ARCHITECTURAL DETAILS r D-2 ARCHITECTURAL DETAILS +. •y - D-4 ARCHITECTURAL DETAILS '¢ TOTAL ARCHITECTURAL SNEER U (� CONSULTANTS ABBREVIATIONS ELECTRICAL LEGEND PROJECT INFORMATION Q o RECESS RECESSED WATER A. BUILDING OCCUPANCY GROUP R-J/U-1 +I, A/C AIR CONDITIONING FNO. FODUNDATION 0. RISER Box BOX LOCATION CE➢-1NG FAN 5 At.Rn 111,I.L', L�L,•��'�I�,�I�L'���,LL��L�//A�LM�LL ♦p/�L� ABOVE FT. FOOT OR FEET RAD. RADIUS EXHAUSTo T-24 ENERGY COMPLIANCE SHEET ne.LJf{IYI I7CLJML77ALVP7 MN71 ECTS AD,1 AD,AISTABLE FTG FOOTING R.AG RETURN AIR GRILL O DUAN Fµ DUPLEX OUTLET B. TYPE OF CONSTRUCTION TYPE V-N 17876 VON K/Mb1AN BUTS 404.HVNE,CA 02814 A.F.F. ABOVE FDLISH FLOOR FX I= R.D. ROW DRAIN GF.I. U878 ON K 260-O AVE,AV-FAX(B404 2e0-1629 AL ALUMINUM 0.0. ROUGH OPENING CABLE TV GROUND FAULT ALT. ALTERNATE GF.I. GROLUFO FAULT INTERRUPTER RAD. RADIUS �^ LOCATION 1NT(RRt1PTFA PLAN T ELEV. . ELEV. B !C .. ARCH. ARCHITECT/ARCED G.L GALVANIZED IRON MECPT. RECEPTACLE (S0.FT.) (S0. FT.) STRUCTURAL Q •CIS . ASEM. ASSEMBLY OIL GLU-LAY BEAM REF. REFRI(ERATOR/REFTRO CE W _ AUTO. AUTOMATIC GA GAUGE REG REGISTER PH 1ELLPNOIE yH ELECT SWITCH FIRST FLOOR 9J2 932 -.LLI TfRE 24 CONSI�TANT: GALV. GALVANIZED REDIF. REINFORCEMENT NCHIYE �CHIME E WWAY SECOND FLOOR 1021 TORS STCH St,2 R N i FOUNDATION RN6F FRAMIII PLAN-G�PLAANs�EICFN.A Z y ED. BOARD G- GLASS REG. REQUIRED ELECT SwI1R11 TOTAL DWELLING 1953 1957 $1.3 PLAN 1 ADDENDA FLOOR k ROOF FRAMING PLANS-ELEV.B k C Q HERITAGE ENERGY GROUP BARN. BEDROOM ' G+auNo ROOM -0P.B. ��/ FOUR WAY 51.4 PLA11 1 OPnaNS FOUNDATION k FRAYING PLAN Q 18376 BAfiiARICJU BUT,F�fOT IRVW CA 92e1B BLDG. BIl]]DING CR. GARAGE 460 460 PROW t94e)7ee-7221/FAX(e40)7e0-7222 Blx. BLOCK GYP.BD. cW91M BOARD BLKG BLOCKING N.B. HOSE BIBALL MOUNTED ED 5°o FT) ELEV. e T)c a BM. BEAM S.A. SUPPLY AIR 9101E PLAN 2 (So. 52.2 FLAN 2 FLOOR k ROOF FRAMI.NC PLANS`ELEV.A .J NOR HEADER r HOLLOW CORE S.C. SOLID CORE OEIECTOR LIGHT SToFµ.k FIRST FLOOR 1052 1052 S23 PLAN 2 ADDENDA FLOOR!ROOF FRAMING PLANS-ELEV.B!c V CRT. CARPET SD. SMOKE DETECTOR ELECTRICAL 52.4 PLAN 2 OPTIONS FOUNDATION k FRAYING PLAN STRUC/TUFtAL/�ENGG�'EM LL L�L�� r_ CWTROL JOINT HGT. HEIGHT /��/ n r OPTION ONE CONSULTING ENGINEERS CAB. CABINET M. HIGH SH. SINGLE HUNG ANcnaH Box SECOND FLOOR 103a 1045 / J •-/�\ :.:NE CEM. CEMENT HOP. HORIZONTAL ggjU' SECTION 1/2 DUPLEX OUTLET RECESSED TOTAL DWELLING 2090 2097 L/\// YiR�] CC Q CM. CZAMIC HR. HOUR 0-HOT HALF HOT S3.1 PLAN 3 FOUNDATION PLAN-ELEV.A.8 k C �G L,L 1V : Q0311 1AGAG/ti 1)UTE 24(1.NEMIPOfTi�AG2'L CA e28B0 CHG CHANGE NVAC HEATING VENTIUTION k AIR SHTG SHEATHING GARAGE 468 46B 53.2 PLAN 3 FLOOR!ROOF FRAMING PLANS-ELF/.A P1i01L'(e4e)868-108/FAX:(W0)668-0720 � DUPLEX OUTLET -i HEY CAS VALVE ID:Y i/- CL CENTER LINE CONDITIONING SHWR, SHOWER ELEV. A. B !C OPT. OFFICE) 813 PLAN 3 ADDENDA FLOOR!ROOF FRAMING PUNS-F1LY.B!C Z CG CEILING SIN. SIMILAR 22DY DUPLEX OUTLET -�F.G. FUEL GAS PLAN`3 (SO. FT.) (ADDS+147 SO. FT.) S14 PLAN 3 OPTIONS FOUNDATION k FRAMING PLAN #- '[� Q CUL GEAR p. D�i4WCE DIAMETER SL q p 220 vOL15 -•ACCOMPANY (n C7 80"ENPEER COL- CNx-UAW SPEC SPECIFICATION -*H{.& BOATER HOSE 0D; PETRA C011P. caPJSTnGH DHSA. INSUATIONO. DUPLEX gU11ET FIRST FLOOR 1178 1325 sNt STRUCTURAL NOTES k SPEGIFIDATIONs NAL R@QUE$T$ "�/ 1 -J CoNC CONCRETE BHT. MTERIOR STD. SQUARED OR WATEGROURPROOF FAULT -+CW. COLD WATER SECOND FLOOR 1152 1152 SN2 STRUCTURAL NOTES k DETAILS �I Q CON CON571RUCTION BID. STAN S1118 OUT SN3 S7RUCTURK NOTES k DETAILS V INTERRUPTER TOTAL DWELLING 2330 2477 J W I=Cpt.6iCE CE TM DREVF BUTS 7D9,TBEQLAU CA 925M CONT. CONTINUOUS AST. JOIST STOP. STORAGE HOT WATER SN4 STRUCTURAL N01ES!DETAILS _ Y ''Q r PHOW(eke)ee9-ens/FAX:(eoe)890-0W7 CTR. CENTER JT. JOINT SIRUCT. STRUCTURAL �.� LIGHT FIXTURE Nw. STUB OUT GARAGE 566 421 FDt STRUCTURAL DETAILS Q C.O. CASED OPENING w1 STNUC1tURAL DETAILS .. . NIT KITCHEN �GHT �-HA HOSE BIB WITH w2 STRUCTURAL DETAILS. Z D. DRYER S.O.V. SHUT OFF VALE AAODE_ELEVATIONS D.F. DOUGLAS FIR LAY. LAVATORY T. TREAD5 N PLAN 1 PLAN 2 PLAN 3 FRAME CIVL q� DEL DETAIL YAS MASONRY T,AG, TONGUE k GROOVE �YAf RBR B0! t x4 AFLLHRE NIT LIGHT HF-2 HARDY FRAME NOTES k DET NOTES k AILS CANTY ENGINEERING GROUP, INC. CIA DIAMETER MAT MATERIAL T.B. TOWEL BAR CE O DIAL DIAGONAL MAX. MASONRY T.00 TOP C CURB NF-3 HARDY FRAME NOTES k DETAILS �ML •7W1 WYILLWIY NELAKNALCH ARCHITECTS, INC- 2020 10WA AVB'lE,BUTS 70S FNVBLBOE,CA ez6o7 DIY. DIMENSION MACH. MECHANICAL T.O.Y. TOP OF MASOM HF 4 HARDY FRAME NOTES k DETAILS PL,VI�!aiNG DEPA MENi RPPROVRL PEIpE(eLTe)eeB-e2;R�1,FAX'(NO)888-690, T.D.P. TOP OF PLATE VICINITY MAP I WE1 COMMON LAW COP ARIGHT AND OTHER ROPEN RESERVES RGHTS O Q DISK DISPOSAL MOAEL MEMBRANE p, 1 GR. DOWN MFR. MANUFACTURER T.SHTG iW!X SHEATHING V- HIS COMMON UW COPYRIGHT AND OTHER PROPERTY RIGHTS T.W. TOP C WALL TOTAL STRUCTURAL SHEETS 23 DATE !!THESE PLANS.THESE PLANS ARE NOT ER BE REPRODUCED,WHATSOEVER, OR OR. DOOR YIN. MINIMUM SIGNATJRE AV THECHANGED.Y OR COPIED N ANY FORM OR MANNER YMATSOEVBi,N011 DS DOWNSPOUT MIR. MIRROR .ARETHEY TO BEASSUREDTOADWNDPARTY NLLAiFlNE ALHALOBTANNC _ TEMP. THIIEMPERED ARCHfT CTS, NT THE OF NWAM LEDINUW OF � c INTMOR DESK>r M Dw. DI94WUSHHER MISC. MISCELLANEOUS TOTAL SHEETS 66 THESE LA S.INCC.W THE EVENT OF THIRt PARTYO REUSE OF Q iR. TRANSOM THESE PLANS BY A THIRD PARTY,HI ECTS,PARTY Stall HOLD MODEL HOME SOURCE MT. METAL THRESHOLD DIG. DRAWING MID. MOUNTED TRANS TRANSFORMER WLLLAM H®AALHALCH ARCHITECTS, INC,FIRRMlE54. T: TIP. LYRICAL - EJ EXPANSION JOINT YTL PETAL DO NOT SCALE . PLANS c Owe)6 eB00/ ro,9 eQ EA EACH WALL LEGEND ALL CONSULTANT DRAWINGS ACCOMPANYING WILLIAM HE THESE ARCHITECTURAL NM DRAWINGS HAVE NOT BEEN R PREPARED REVISIONS w F1EC ELECTRIC N.LC NOT DI CONTRACT BY OR CARDER THE ODECnCI OF wttLIAM Fm1ALMNW ARCH11EC14�DIG WIlI.TAM ME'DIAUTAISI ARCHITECTS ELEV.C ELEVATION NT.S NOT TO SCALE U9.0 tN1IFORY BUIIDINC CODE INC.IHEREFORE ASSUMES NO LIABILITY FOR THE COMPLETENESS CL CORRECTNESS OF THE ORAWINOL - Q ERC- ENCLOSURE N/A NOT APPLICABLE U.L UNDERWRITERS LABORATORY ^ LANSCAPE ARCFiTECT: E0. EQUAL NAT. NATURAL U.N.O. UNLESS NOTED OTHERWISE NO. DATE DESCRIPTION G7 FRANK RADMACHER & ASSOCIATES EQUIP. EXHAUST T No. NUMBER Ex EXHAUST O INDICATES LAW WALL EXP. EXPOSED O.0 ON CENTER SITE 1464/YOFBA BTFgT,11UTE 204,7VBTWy CA e2e80 EXIST. EXISTING O.D. CITSIDE DIAMETER - // _ '1,1 VA41 RR e8 FMT FAX(HMI UEFTK7C EXI EXTERIOR 01 DYER V.T.R. YDHT 1HBR000H ROOF ^ �. 10-2-01 CLIENT REVI$Ia'1$ VENT. VENTILATION 2 x 4 STUD MALL •.:� ORS OBSCURE -F.A.U. FORCED AIR UNIT OFF. CETTKE �RT. �RTIDAL - REVISION / DRY,: N F.F. FINISH FLOOR OPNC OPENING �T. ATE �Tj •_Try. F.G FINISH GRADE OPT'. OPPOSITE VOLUME ® 2 x 6 STUD WALL lf^ - RX FIBERGLASS P. PANTRY/POE •T NO. DATE F.C.C. FACE C C04CRM P.LAY. PLASTIC LAMINATE W. WEST/W1DE/WIODH/wASHER ® 2 z B PLUMBING WALL ro WU'1e .. F.O.F. FACE OF FINISH P.T. PRESSURE TREATED WJi WATER HEATER ..n • ?�• : F.G.M. FACE C MASONRY PERIM. PERIMETER W.I. WROUGHT IRON 8-13-01 BUILDING DEPARTMENT,'$CUslwlll E. 9 a /e,E e m T PBnU�a -. F.G.S. FACE C STUD PETRP. PEItPO/OICIIIAR W. MALL(1N CLOSET e s•; d 9 ! FIN. FINISH PR P/IOIE M.R WATER RESISTANT ((���('}��'[� 9-21-01 PLANNING DEFT. CARREI"JT10N5- ,, a� berm- : FO. FIXNRE PL PUTE/PROPEA7Y LITRE W/ Lu WITH IlS1�JSlSBLId SHELF ABOVE 10-2-01 CLIENT REM90N5 `nns S"d In FL FLUORESCENT PLAIYB. PUNNING WD. WOOD .,r FLASH' FLASHING PLYWD. PLYWOOD 1p. WATERPROC - : 5 FIR. FLOOR P0. PAIR WT. WEIGHT . ' 10-5-01 BUILDING DEFT. CORRECTIONS (Irr- TT 77777777 4fH.a01 W V_�LL11J SOPFITtiMI15 5 74 ^ y° �ti' PNDiCTMMY6ER: aw. •4 aEsrrm uw. wNSY: (qNW F4 z ` t � J M1191 joemm: Milo FILE PM;, 88D7)eBGt.DWs ,arE' sN�T 1 _ a - 0501 /.\ i-I ,. �7 ..• ,._ ., :.: y .._ 2.:. .,. ',,..,. :..t :... .i- r^• ..-.-. _.ry .. _ v. .. -_ b.ram.. v..._n v... i.�.__ -.e. r - - v " � ';�,,�'_ ,_ �?�_ , " � "I - �I , I '_��f��.'� _' - -, f�- ' ' ' ' , _ '' " '!k�r�"4�:-'-- �%""' ' - , - ,.- , - '�;�"T.' : � - - - -" 1, , , , .11 I -I,--, - - I I'--,- , , � , �1� __1"I�- �*' ."."..��- . �. �Z , ,--, ,,, 11:.,- 7 .�.. ', -, - -1.1 � .1. - �_':7��""..Uf'.- ,- ',., -� _--'�:'�t --�K"��--�'I�I �. - _",,- -�",.,� � " '�-�--1 - - ,. "�'�"�'_-" -,�.'-*'-4'--,�:-Z--"- , . - �:..� '�r','�",- .1 � �_- ,: � , . �R,7 "'� �- _' ,11-1 I.-1.11 V -.I- --� I I- lt��*;':i�"r-,-v�',�-'�-�-'.;�'-''�."';'��!"'�""�� '-_�.'��' �-��; � ., � " - � - "" �'�-� �, , ., ,f, ,'. ,, 71, , I " �- .',.-- �:'�' :". -_--,",_ , �-,., . I .. I .;- .,. - -I , � �. -- �' '�''�'� - � -1 � -,�: � ."7� ��"t�.,_�'�'��'�-, -� � . I . -- "' -' - -" - - I �-1� - ." 'U� , -, :. ��I I � ' ,"� ", -�","-,, , I :- �'�'(_ . ,�- � --- ,�, ,"A" I - -��' ' ", � - . , � li ; :.11. .' ,Z' '� , ,, � � � ., lu I�' �- . I . . 1. .1 . 7-''. I I I I� .,� -� ,��. �-. ,�. � :. ,. ., ""- �_'.� 1. 1. . � - � ,, I 1:.-e :��" 11: ' 'I 1, - - I - �..",'�I.. ,, "- " , 11-.�',,� �� ---�"' ,. � .� '. , I I ' I . . - I .1 �� . - :'- ,�"I , _., ? ''- -� � - : � . �'�_'_��""I"f,___. ,, - _ � , , �' " , �, .e.-� ,.- ,'I 1.' - . ." �,_ - � I , ' " - , , , � I � - , , : 1 '- -'� 1 " ".-". -. �`. �f�'�:' .1���. - � ". ..:I�.','�" , . , ,� � ,�7:'� �_11_�"'I" � r - -I I �' - ;_ , ,.�. � - . � �%11 ,11Z _' . .1,- 1,. ��', -��'_"*--., I ,.-,�' �'�"'_"- �,, �:I ' ,," "" -,-""' "- , , - ,- ,""- * , ' , -- ` '�- - - * : � .: .�., ", " - "" ,1:: , �- `1' �-���' - -i, � � , . --- , - - ,, � , I 11 .�:��� .- %. � ��z, - I I . ,� ;1 11 I .I ��' - - � 4- - -��.- � ,' � � � � ,, - I � . ,� -,;,--, , . Z. , - . - _':'�':';' , ,-- --," - "�"� , , � . - . 1,'*�� --_7---, `-"�'��-'--�-�'---:�---�, ��,."',�'"- , -,, 4 " , � . _'.,", -, -�: - , , 1, ��-',".."_ -, '-_ ��," -- ,,.� ,�.� "',, . - -, ., .�� � !,�_ _-,� I : ., ", , I ; . -�,"',, ", �'I , - -,. '�,, �_ '�� . '� -�, ,,�,� . � , '�_� � � e, , Z - ;.. � � .� - ,� - - :' , , I , . I . I I .;1.. o. . . � .1. : - , , . - "I ' , , - - - I - . , .'., - - � 11- _. . , ,, I I I ���7 . �. , I . . I ' ., -. . I � �I I . 1 . " . I . I, -.-;' -� -:,;, ' I � ', ". -.�' � 7, , �, �� , , . . , � ,�. , I . �:';'��_ , . I '- - ,� I. I� - r -� � I ..I �_.,, , 11 11-' � - - :1 - , � ,I.,� ,_..' , ' ,- I 1, I .I., ..,_ -�:'� - -, '. . -.�%-;_�, % - ,- - _�",i,,I ------ I � ,j , . . - I.1 � �� ,.'., ,' ,- ,� ,. '..� � . ."�-. . . '!� � � -I . I I- , -�'�;'-- ..-�.�� - I .1 I ..-I .1 . I �-, .1 ,�', �"_ -' � ,, � � -,, � .I �: ' , ,:,', , " . �. I � � " , -,' ",- , - �-., , , , , -,�I '� I' ' '- " - . f� ; , . I - - % � ��'' �'. , � ,,,,. -�"w'�_ I� � '� I, -1 ,�, ,, � .�*� � ��'��:"-;_:� - I I -I, .1 1� ,I , I 11 . - .�1 7". , I � . -- ".--':�"."I.- . 1.. .1.�, - .� �, � I .- I ,'�-� , , " ,,,�, - � '- - - ,, I'� - V , I , - -, - I I, , , . � - , --11 --- 1.� ;���..,- . I -1 - . '�� ' I ;�' , , , -- !., ""-�e'-� �; . - .�. . 11 . , - � - - . - I I * - L . , - - ' � I I i . ,� , � � � �.. �!:.- . I I .��' '- "I,�, . 4��, -- , � .' , - �, I��'�; .'.- �' 1. --I- . , z�� -I � . - " � -, ,Z� , '� I �-:--. �� - _� � r ' �. � I :� -., , � . . . , . , ,�. �,;�i , , ' - � , - I - Z' . -11 . . . I �' I- - I I I - -� . I, .�1�'��I - I- - ,1 - � .1 . - - � , 11 I - , _ -, - ,_ I � ' � ,: ` � ,, -A � . "; , - ,I :' �-- �V. I � I ' I - '.�. - - - ,, , : -"; ' " . ;, -,:,- - . I -,-, � - �� I I . ,� . , �, I. � , ...', ,: ,�� -:-f� - .' -,*_"."�: � .: �," " .1 ., . ,::�'����T -" 4�� - � , , I..,-.-:1� . . . .I I " �'- ' , ." ,���. ,, , I I� , ' -- .1 I .�':. - 1.I " .""� ..�.,, , , . 1,.I�- I :- I� , , . -�; t , - - - ,;, ., .,, . . ; .' ... � ',,:,, � I � , '. 1 � - -- -- -I `�� 11, ""-I 11'�-.f,"�' � ,-, . -�.'� , ;,-- , I , � �"' :� .� � � � -o I .." ,� ,'_ .;" �.! '� - , -- �.:, .I.1 '�' - - I �, I ,, t' , � "�' �, , I . ' , �� �� . I -1"�.,� :: . �...� -_ o - . , .1 * '' -7 ��. � - � _� � -'_ �� . ,:. , :., -, . ,,_���_I_ , . I__ �� �� I , -- ".�z.',. "", I I � ' - , -. , .. . , , 1� - .1 � I , . - __ , I . I ;,,, � : , , : I . ,. , I I I - z, ; , .' ,-. I ' -�,- ,- � .'.I� I , ,.I �.i ,,. - � . -� : - :: , .', .1, - - , I , � �' � . . � I . � - , I I. ,� , , I ..��' - -;. , - , � I. 1 7� '� I � � - .' , �� - : . .. .:�' . I ,, � .' . . �":' �---�,�- I - -,,, 4' - I , -I - ':,- ,�'. - . - I I'� - ., � - , .I I - , I 11 .",I 1. . ,� .I .1 � � ,_��.�-" I, I I I .� � I : . � I .., - * . . . . 'o I " �" , , � ,.,�. � . � _� � -I ..� .I -';;, , � ., ,- - ,-- , � 1 . , -� � . � '. ",_' � - f'.I -.: :11 I : . :" ..'-'X'.'��-'__ -- � I .I - 1, . - � .-" " I,I "_��_�'�,, z'�,�,, � - � , � '_', , . , I �. I.. � �: , .% �' *- � ".. , �I .. � � � . . �_ , I� � ,; , I , . -.�- I-'. . � . . � � I . .- , � .,. I 11 , . ,.I I . , . .. . �"% : ., , ' . I� � : I I ,W" I, , ; , ,- , , . � I .� �- � : t ,- -- . . - - .1'L- ,�1�I I * - ' � I � I I . I ', ' x. 11-: 1: I I �: � � � 1. . . �. - � -_�'., I ,,, , - -,, I , - _� � I � � , ,Sh� "� ."� ' . � � , - , W. I. ..I I ':�" � , -"- . �' , , , .' . I �,'i.� . - - . I , -� , , -,�, - , . ' "�'- , : _'F I-I , __ ,.. I _'�. ,I I � . . ... .I - I ..,., I :, : I - 11 , .I .. % I -, , - 1.......�- , , ' �.'L, ,,..'�� 1, � ,I,,;',:1,:- �. " , �"'� :-7 1 w. , - - n , .," . � � .,I. , I �. .1-, '_ �� , . �'Oz� - , - I 1: . �. , :'. � � , . . - .".�I . . :- ,.' � , : ,.'� -,,,, , � , w :-- I I -, - - , 1;', ' '.� :. �-�'- - __ - , '. ,� 1. . 1. -I �� , , ' ' ��L""I . � I. . . - � I . - I. '. I . I . .. . Submit newly 1=&MM to 11 m final . . � - : �, � 1. .";��� I .'..." '�KCTION 06100-RWM CARPENTRY I ��. �.�. .�" I - - I � 11 I !�-*�, --��-, �� .� , I 1,_�21' �' , . . ', �.'AWK 10,11ES � I I ,I . ��..�1.2 CIDORDIM11011 IL Shop Drawings: ons . � . : : , ' .' I - ' ' -".,��'_"I�'�-_1 --.-, ,-, I.,� �:- . ' 1. - I I .1 . � 1 , --, .,I , � - . - I I.� � * . ".� the Construction Document& Am cwmbucum t=411=00z:111- . I MGM Wn KIAL rA111111=711101116 . .I ,f � � I'�,:",' ':_ , I - -I �_ ' il � -:, ' . -� I 11 - � " - . I . .. . I�_ �J I- 1. . '� I .1 . . .1 I . ''I I " �� -_ I .- � - � I ' ., ' . .. - .',,,, .' � -, I I - I A-, - , � I . .. ' . 11 I . -.1 - - I GENERAL - . " � , r'�';�'.f�' , , ���� -, , .. -, I . , � , T� �. ,�� I � .A.It*4 be the Builder.Cantroctat's.and Sub-Contractor reopwaMy to coordinate construction .�-, . , %madion. inaudo Via klowing himmatio. . - . -- ` � . :". I .. , � , '.� t - - : , , , - , . r t I�'� ,, � -4, z I . I , . '�' . - I I - - . - . . � � . ,.,�. "_: __ _' '�,,--_-�-.1,,_ �" --I�. .I ' -. , !,^� -,,�,�-, Those plans ars,intended for use by only Wfouledgeable licensed conbacto he am" ' � . , �' ,�1.11 9134W , � I 1. I � � � ' , �.': , � _"_ , I , F � -1�.�'� .- ,,"7 - ,'It . � , .�.,#A d 300tim of each part of the Work In a manner ainsildwrit with , . : , 1.Dimertslam I I - . . ': : : .:-, o:*:'-�,'�Jluldsr,ControdorandSui,00ntroctcr warrant that billy are nomill I t�Widglablu - "�" � -- ," 1, �_-, '; t= I . li=afm y knot, . ,, , , -�d appkillie bulding;coda and allow governmarild requirments.and able well Wong to the=and speaffiactiona,applicable Wilding codes and ordinances I..I .. -I _� . ..... � T e ,, ,,, " - -� ., '� ' ' ' . 1 2.Idoofflicotim of products and mobvids Included by shoot and dold Border. . .- "A.Miller,Cordrodw lend Subcontractor warrant tat M"am perwrially '�.-- ,�' M , �' x - ' ' ', - �"', -� �, --���c "'."-,"' ,Ora"sorlumoriship and materials of high quaft Id""be Interpreted a os to :mantilacturior requirements and Industry standords.Coardintat.worations that depordl on .4 ,, - - &Cornplionce with standards. . ".-'., . ..�" � .. ..'. . I I .._. .-I '=piano and spedfloctions,Uniform I , -, "�'.":"' , -: "� .,, ._�:�.'��, _"'��-.'7` � � , , .� ,� � ,be plans wit!Vocifleartions,Uniform Building Code rewh�it,6 �..1 : recommandatkints,and industry standards applicable to their work and OW .1,- - ,,' ' I . .1- - ,_- I , �:_-,�`.��', ', jinciarporate d applicable building coda and other govemnamital neWiremonts. ad . .I � - � I . " . , - "- . .-,� , " '11� L - �'_::"- __� m HEZN4ALHALC_-H --�o,'I ". I L - �,___'_ each other for proper Installation,conrocUon,and operation. - .. = 4.Notation,Of coordination requirements. . I I r, �..=recommendations and standards=to&.*work and that I - . . .' 'andidipffies and doubts*4 be nwd unloss the ardiftect speoffies DOW In orba%In I 1.Schadde operations in the sequence,required to obtain the but results ohm installation � _� I I . � ` �.- beir work will be performed to the h;;l1hast applicable standaids.Builder,Ckwitracter arel ' 'v' ' .-AMLLIA - - - 1.11� � &Notatim of dimensions established by field measurement . � . ' . ., �� � ,-, ' ' "A R C H I T E ";� -'.',�"�` . I � r,a�" . �`- ' . I � I their work will be performed to the='apiplicuble Wittier,Conlroctor end � . - Subcoatractor's further warTarit that my requirement of the 0ano ,-. *._1 I I I - ' is ,_ ' I i"If '- Juvor of the construaft or material of the highest quiddity. . of one Poe depends an Installation of other components.before or after Its own hAdiatim I . '4L R I- by the Architect Is far the limited purpose of onessing the Mdurflital's general - ,,,Silicwtructars Jurther warrant that my conowns regarding the requirement of the plans I ', _ -_I 11 I 1- - C T S I N iC. , : � _ - -I , " I I .. :. �.'. "4 and!specifications.and any Inconsistency--*I.' fact" � I I IRWE CA , -: , - ,� �' of..I. do. or - 11 , I _ 7875 VON K~ SUITE 404 VA14,M , I -:. r'. I ,� . I -Z Cwdinate Irstiallotion of diffiervit componerts to ossoint moadmum occoosiblifty for I : .I.. Conforroo"with the design concept at the prc)�t and gerveral compliance with .. . . and specifications.and my Inconsistency of confikis with cc*manufacturer or . .1 1_1-industry standards how been resolved pior mor" ,", - f I -, 1 , . I � .' - L IM Elulder"take U and final responsibility far constructing a find product of I maintenance,Service.am repoir. ..1. -I I -1 .. .. to the WIN"Of Use wark, , :'..,-..: .�C .�11 I-"1� '_'.-W ' '�� �"�� �: ':.::� _- ' ' 11 � 'Ithe Owe and spedlications.Do no use shap drawings without an appropriate bid . I Mostry standards have been , prior to W lokloation of the worli, ;. , I - I I . , 1� I-- � 1.,, ., � 250 0607 wwwolorchdoclecom hat 90 ZO 150 _' � - ", - - - - .11 I I: �Woprlate quality and serviceability consistent with the Information and requirements &Malm provisions to occommodate Items schoduled for later kintallation. - 1 7. - IL Refer to Structurd Engineers drowings lend!colcidatlans for d.~alildroesplia , ,' ',"',I 1, I'r4� '��- " V '_ forable wirforn, ained .'� slump indicatkill action WkwL I �� I � - .. . I - I �' . ,,I�'�.,': .'��_ � ' . ,_�1111175 HOPYARD RIDAD ON 30 PLEASANTON CA V,igM , .11 I.. -�- 1� �I ;,_�, :%1�.', contalruial In the coristructlon documents or reasmatily In t! andlar cort - L Submittalic In addition to Predict Date.submit the following: . and spedicationo, - 11 . . L .. , - _ , , -',n _. - I * -'� � � in 1P 40 i7a �z..� ,-7 , - , - . . . I r- I � ., , --- � � , ' '�'A --�' In the requirements of my gavommantal entity with juriallation over the prtuwct and in" B.1111hare nsmow)�It*4 be the Builders reopwmMy to prepare a C.Product Dotat Called Product Data Into a single,sibinklid for each Moment � . I. �- .1 � �-,3 '. , .," ;�'I,' �' __. t'.� �� - I I �. - � - , - I.shop omwbp - . - �,, .. ," . - -_ :. " , '� _�. .� , - ' - '�,I mannoranda W d1stilbutim to each party involved.outlining procedures required far cuesdivedim Of construction. -I . .I I .1, I I I .. - ' � � L�,�.�-, :.� .. * �. .," I. I I '-"z,, .iia-W .7 .,��'.,.� ..- I I .-r ..,-1 " t"art!the kddw And t*o OA rwpmwMy for all constriuctlDn mems,molhads, Mall,each copy to ohm applicable choloss arid aptions. Wwo Prodxt Data faciiddi infor- I I . I �� ,, . w �__ .",, �"; , ,-- ,�' _�" " , _'-� 11 . . �-:' - ." I I � . . . �' , , I-1 _���'� . -1 .1- 11 techniques.sequences or Procedures Including wft*A Wrft*n demolition,excavation wW I Indiude such items as required notices.reportim,aid attendance at mostings. I motion an sovord products,mark copies to Indicate applicable InformaticeL. . 1.2 PRODUCTS - I END OF SECTION � . ,,�_ .11�1' . - I I I I - I I� -2�t' . �. I I .. - I I � : . I- I -- ' . ' ' " ' I . - I I I 11 � I I I I- . . I "', �� . �1� � ,.".::'1: .,:."-,v ,"� �'� .--' ".' �'"I I- : � - � 11 .' *rsectim,procedures;for safety precautions and Program in oarviaction with this Pre* 1.Ltdl 0-% � . . . " ��I -I- -,. 1�--..'I ---,, - _'�_i� ,- - .� 1, �:I . �'.- . 0 . I I . I . I �-I '. . . . - ..., -, �'I , _;', �. 1, t and! Q Admirdstrathat Procodureir It*41 be the Bulderst responsibility M=q lnfmratkm I I A.General: Pre"materials with smootk.19 surfaces without Worrildiss. I � - �. . . , " , _'_' - " - � I"w_ � �_ I - . � I . ,� ���I"� .- - .11 - , . . �:. ....� .' - - . �' `-far the timeliness or quality of all of the=it performed pursuixit to this no"mart In this written Instructions. ,." . ,, . I . . ,,.. . . ,-- t I .1.;.t I �. ' 1. ..-r .11 � " � �'� ". - --- - -�- � -' -, �-' ,, � ... I ...11� - " I, % ':7�'-" --� - . ' , ,Z:, I I , " to Coordinate achilikillrig and timing of required Procedures with other activities to avoid conlicts b,Conflillonce With tradot association standards. �.�' �� � I. I � C I SEC" -FINW CARPOM , '. , I�_'r � ,"�_� -, .' , ��r .. I . , , .1 , I �' � I �-1 '.1... 1. . .. -�� 1-1. . � . A I '. �'," �': -',--.- '�' . �1-�'' . 1; logant the Bulder shall War-Ify to the fullext extent allowed by low the P.).".do-19" OW assure arderly program Such octmuss Include.but am not&nw to.the following: with recognized 69-Y standards. I I I L Ferrous Metal& As folloom . I ,�'�.. -,I -"_�,,, � I LeD . _1 � .. � � I I 1; . ,I �' I ���Z�._ -I � - �" 1 , I. I �"� �11, I I Is L - ",, .�'� . . '-� i or contribitted to by the failure of the ft= _. � � 1.1 GENERAL 11 I � - I "I �"-�":�`' ,T I ."I - 0 �, " ,: _ ' �'" -', - . .',,d claim&.WRY and/or loan which ory am 2 C of tsoung 0 and 1.Stood Pictes,Siques.and Boric ASIM A 36/A 30M. . . I , � I 1� teem,and their respective officers,d1ractoro.prindpals;and arriployam of and from my aid i.Preparation of satiodu4m APIA = "do. ,, I .;.,- I , t4oz I � I - . L'I',��'�:_�," I . ..I ,_-,-�f-� -- ,. 2.Doilvary mcl processing of subrriftals. e.Notation of dimansion.=by field meastroment ,t' : � Z Bolts.Nuts and Scrawic ASTM A 307 Grads A. I � �. .1 I Z ...- I Bulder to honor these otdigalbon%Including ever Wily claims andlor Iowa involving my - I . . , . ''� � 1. � �' ,- ' ' �':"�� ',�.' ', 3.Pmq meeting& .1 Steel Tubing: Cold-lion. stad tabing camplying with ASTM A 500. 1: ". I ., , " :' 1. - '� . . ��. . � . . . � � . �- .,�, Indernidthes actual or alloged active noodgericis or doelp dwilects,wed excluding ardy my f.Notation of Coordination requirsernerits. � A.Builder,Controctor md Subcontractor warrant Viot they are personally linowledge" � :1 . : ,��,- _],-,I� I 11:1��' -- � k Project closeout activities. L Submittals, The number of sibmittal copies will be determined by the Arithlbect at Vw � 4.Steel Plpe: ASIM A 53.sk wool(ScItedule 401 unleas otherwise Indicated. regarding the plans arid specifications,Unftm Building Code requirements, � I ,1 ' ''�:� '�� -_- .'Indemnities oak negligence a wkU m1somoluct 5.Iran Costings; ASTM A 47,Grode MID malleable fron or ASTM A 46,Class 30 gray . �' - ". I I .1 . O.0 I * ��-'� �� * -- � I. , ---I�'�. I I . .--.-- - I I pro-construction conformce. - hn. morialacturer rocammendations and Industry standards applicable to their work and that ,- - I , I, t; - I- � -1 - , :_ . -1 � , I . ,.1 � .� .1-1 - '��, - , I ,� _L I -I- 0.Conservation: It*4 be the Billows responsibility to cluardiate a Unless fainaorriptionce with Construction Documoribi Is observed,11M willenaktall their worli,wN be performed to the highest applicable standards.Bulder,C,antroctor and 4 . - ., - I .1.1 - as, �' - 1."' .j- I , I �,,L I . ;. . I � �&my suboontroctor which arm to construct the pra)oct puraxant to thess plans filly construction to that operations we carried cut with consideration for conservation of serves a the final sulurnittal. &Coricrete Insists: Throoded or wedge t bad ferrous cootings,~ Subcontractor's further wastant that my cmcmec; I- -:,d�� - .I.;��' � r .�e� . � � . ��,,,, n"NAvoin of=requirement of live piano - . �.: , � I '_1 I I., ,�,.,.:",-',I--,losounies;One risk of all forms anif amissiona which othould have been detected by a careful energy,water,and motarlds. ASTM A 47 malleable kort or AS7M A 2 1A 7M cast sted. Provide bolte,washow.and ,W -, I . 1 ` ..1.;_ �� ' � 1 .4- , I I aid spedlications,and my Inconsistency of cortill moreirfocturer or I ."- , I" ,'.- I"11 '�_'.,.-�'-,.�'!_. ,. I '� '-4�.- . 'foilso b -10 galvanized per ASTM A 153/A 15AL ��� I - � '.1 � ,� a linoolodgeabla licensed controctor.ttiat which for any recom were not resolved I Distribution, It shall be the Builders responsibility,to kwnW copies to Inistallors,subour, � 1, - .� .I , � Y shims as needed.hot � �_. �� "_��*'"- - ,", ,- . . .. �__T ' Industry standards have been resolved prior to the liatirication of the worst. 1.', -�. , � " . �� ,". I�:'__..-. . I, Aring the bidding or n"otlation process. kirther.the Builder#4 carefully review these 1-3 PRODUCTS (Not Applio") tractors,suPpliers.and others required for performancei of cortstruction ocitivitles. Show . . .� % .1 I I .. � , � I . I ' - � -, �.'-, ,.,- , _pkins as the swi,progrosess;In arder to Identify my significant others and wrilissions mal to dwWWtIon an tronerivilital forms. Do not proceed lifth Instaflotlon untill a copy of Product C.Alumhm As follows: . I " � ..-��'I �-.�.;, '* ,�, . . � . - - I � - . - , I � I . , :. , , ,� . � � .� � ��, ! ; ascortain all necessary Irformation before procoodirng with the affected work,mal assurnes the 1.4 EXECUTION Data 1,In the 1ristallar's possession. 1.Extrusions: ASTIA 8 221,alloy 6063-T& 1.2 PRODUCTS I . � I - , . .�.,. 'Iil�... �' ... I. - � I . . . I r '�.. q I� � . 11 I I ',, '_ rkk of my and ON low Including delay.Mildin my be we or coritrIbuted to by the folkne Q Do not use unmarlisid Product Data for carvolauction. I . I .1- ".I'll. _1 �-.., '� ���..' S,�_ '., - , . _'7 1 '�:�4��'-' ..'--- ,.I , I � ,:��, r . ., 1., - - I rl I-1 I I � I ,I . I ., .I , �. I I I to ascertain correct or necessary Itla notice in a timely manner. A.Inspection of Conditions; Require Instollas of my convorients to Inepect substrate and D Sholu Printer for Ferrous Weld; Fost-cunng.Wad-and chromorte-froo.universal moMod-a&yd � .. r � �� -.:,,,'�.. 11 .�' - - '. - I -, 1. �� I 1: 1 .. I �_' I R Swrtipas: Sub-cortroctor"submit to ft buW full-size Somplas aired and fildshod as A.Lumber Standarcls: Comply wtth DOC PS 20,'American Softwood Lumber Standard.'for kn- �'� . , .� ��._ ,. , . �., � .- . I ,, . "- - contifflons;under which Work is to be perfortried. Do not proceed mOI unsatisfactory conditions primar compying with performance reWl anie to In FS IT-P-W and contpowis YM finish bw and with qpkable grodirig rules of Iropectiort ogerclas corUfisd by American Lumber I " Ir. ,:."�� -_-�'�Z'- 1 .1".'M I. - . " .� '�- . . ,�- I- .:r,, .1-,.,:�-- � :.�4.111he Builder shell verify all conditions and dimensions lh the W and all questions Do to have been contacted. specified and Identical with the material propoloaL Mount Somples to facilitato review of qualities. point systams IndartaL . �'."�� �,�r�'�,%--.-;.:� ;'�.,-. ,, I�--'Jo -I I -- � � .1 - _ Standardle Committee,Boord of Review. - I __ 1, ._'- '.."',�I :;A� . . , -1- I . �,: �. 1�., Allmensions,and field conditions sholl be rood"d before the oftodad wit Proceeds. - , �, .I- ,, --� ad "j.j: -,-�, - I ;'� -1 . � I - I�. . �I I . , �.. � I-� I .1� I .I 49mwaim"be obtained by wading these plons. 8.Clem and protect construction In progress and otijoining motorkile.during handling and Instd- 1.Include the followirig, I E.Golhombing R"Point: High-zlitc-dust-content point for regalvarthing welds In steel,com- EL Softwood P1 Caripy with DOC PS 1,�U.S.Product Standard for Construction and In- �� %, -,-_��%�. - '�I I I" . ' �_'' '� � '- , �, plying with SSPC-P*t 20. ywood: I I - -1. _� I . � 11" .. . " .. .. '. ,� !" ". :' -� I '� � . ' I I - lotion. Apply protective covering to assure protection it=darroge. c.Specification Section number wW reference. dustrial Flywaod.* - � ,--1,::. ... 1 - t6 ' �� . � . . , b,Generic description of the Sample. I .-' �:.' ,, ,, ,s1z ,..'.-�- , �':--':a. ,.- '��"11 I -1 . " � I SL No general bidding Permit and plan check fee sixiii be secured and paid for by the Builder. I�I -.,�,,., I � I ..,�:� I �. .,?- ,,z -.,t" ,_ .. - � - I I - ..,,r� .�' - ' - I 1. - . I - I . � " all of the permits"be taken out aid paid for by the BuIlder or by such isibcontractor as C.Clistin and maintain completed construction Do necessary through the construction parlocl. Ad- Q Somple saurce. . F.Fasteners, Provicle TWe 3D4 or 316 stcArkso-sted fasteners,for extork,un and zinc-piated .;._�_ - "I :��- . ,�� , I - .1 r-Hardwood Plywood Comply with HPYA Hp-i,ainterh voluntary Standard far Hardwood wA - �" .' ., �i�v -p �' I . '; I .1.��',.%. - I 4 I � I I . � - - � % � . I � - � . I � - �" �. t I I- - . ,- , � - .' z .� Via Mdar may diredt. just and lutirloate operatile comporimb;to assum operability without damaging effwts. d.Predict name or name of the manufocturer. lastarion;with coating complying with ASTM 8 6A Cities Fo/Zn 5.share bull into exterior Decorative plywood.- I .I� , � I � . V : _. �1. I . L Cariplionce with rocagnind standarts. VOIL Select fastmers far type,grode,ond does required. -r' � , � . ,- . .o -. . I . I '� �". ��" .,-. , I �, , .', ��".'f, , ,- . I.,. I I -L Ow Bidder did be responsible for providing and maintaining temporary water supply, D.Lknftkf9 Expootinao *ervim construction to assure that no pat Is")act to harmful,dm- C Availability and delivery tirme. D.Proservartive Trectrnent, Comply with NWWDA I.S.4 for exterior finish carpentry to food � � . . I - I - :__.". . � , I-I i.I CD ,-.,,. ,-` �I-�,.�..':;'� �" . � . . I .':'. . , , exposure. Such expoeures W.W.,but we not limited to,the following: Q Nonalfrink Norvnetak Grourt Factiary-podiagod.norsetolning,nonamesivii.nongetwom"t I . . ' I I _�' .10 , .', ", - IC , . ; I- : .� - - '�, ��'.' .,,r � , � . , �Nght/poww.tolot focliftles and jobefte elks with telephone and to mochine water-repellent provervative treatment - , I'', - . - , - _ I I . . ?. dynamic loading. E.Quality Assurance SubffMdz Submit to the builder quality contral sulbrillittals.Including complying with ASTM C 1107. ., . I 1. ,_ . ,r- I I .- - I . . I design data.corUflastlam mcnixfocturses Instructions,and!martifactuirer's field reports �, I �' ,� `_1"':'n'' ,._�.': 1. ' .. . I I . Z Exceesive Internal or external pressivas. . , . , , ... ' - - � 1� - ., I 7.the Bulder"furnish all laboratory talk Inspections and reports that are required by 3.Excessively high�I-tomp-bires. required undar other Sections of the Spocilloations, H.Faturication,Gonard, Use connections that maintain structurai vdue of)DIned plead, Show E.Fasteners;for Exterior Finish Carpentry Pro"nab of stairlow,allsell,hot-dp gidivorrived � . � , � ,,I.,-. , 11710 . I -��-�. I - : ,1�:,,, j , 1 .-, ,�'._;' - ,�, '` ' � . W�.�X� - ' ,�Jloois plans or by law. Remove burro. Weld,or nwocorroding dur"Inurn. I�. . ��_�, ` � � -�:'.'_ I. ." ' - I� I � '� � , � 4.Water a ioL and purch metals dowdy and accurately. �I - ' - ;'.' , ' 1 '7�-' �I.,��: �.. ,� I ". .1 11 ,"'.-�. I 1: star- �, 11��' I ' ,-,-,;- .. I 11�I � :- 5.Solvents ord chernicals. 1.Certification. Owe cortification that a product or histallotion complies with specified 1.Weld comers and sesnat coritinuously. Use nicarkils and methods that mininnize d � � . I- 11 I I�_% _'.-. '- ' ��, �-��, ���_ &libe Builder"provide Map tint 9 submittals for those aspects of the work Identiflad Is required.submit a notorized cortilacition from the manufacturer certifying tion and develop strw�and corrosion resistance of bow metals. Obtain fit"without .. I �. . , .. - '__ "< �-,. � . , ,: , 6.Abraillon. requirements � . . "'�'. ��.. .. �i '�:- �, '_� ! ", I I I . I �:.k '. ' ' 7.Solking,stoining.and corrosion. . I " - . �� - ,:.I::"�. r, � - I . red trusom floor busom_;end each outimlibbil"contain fin copies of the involved comipform. undercut or ovarim. Remove welding flux Immediately Finish exposed w"mouth 1.3 EXIDDUTION � �, ;"% . LU . I . slacumantation. &Combustior. and blended. . - I I 1, -��, " .W = ': . ,- �'- - , � - �, I '. � 1. 'A �: * . . , .I � .1 �' 9.Ultraviolet rays. I F.Archilted's Action, Except for submittals for the exurd or Information.where action and rehim Z Fabricate),Int.that will be exposed to weather In a mannor to exclude water,or Provide A.Condition thiiih owWbry to average prevailing humidly candidates In Installation areas before ' .' '� -1 :1 " _� .7.1 1 .� - � '�" ': ,"I � �� -, ,,I.,� I I I ': - .;-" �r I .C) W � ,�'. - , I '.1 I I I Fl . . . � I "�' � ,- '� . .1 lk no substitutions"be submitted to the orchitect undew;it has W been approved in we required,the Architect will review each submittal,mark to Indicate action talian,mid ratum Installation.for a mirtinnum of 24 hours I I ,0 I ' " .� . I: .� : . -terimtks Is the Client's responsibility. , - ' 1, I ,I r CD I I �- '_1 I . . ,=holim "I - 1%,�� . , willing by the owner. END OF SECTION Compliance with WedW charac exposed connections with hairline)At&,flush and smautti,using concealed his B.Prime*W bo*xime lumber for pointed finish exposed an the extatior. Cm*y with require- , ,i .1 � . :' I '�MCC LL. ,�..I I'� �,,, '� ' . .":I. "I I. twists Owe possible. Locals)Dints where Most amsplams. .. � _�� I I �'fE '= 'L'; ��I_1_ �_1 L L '� �, . I ,� 1..'L, : 10.all bode shall,at all times.keep the promilon frew lrarn accumulation of waste materials 1.Action St-W: Th."Red will stwW each submittal oft an action stlemp. Th*Arahl- merits for surfacis preparation and alipli-ban in SwUm O"OO-Painting I I .I - . ��'L'__".< .. . - - tact will mark the starry appropriately to kidleate the action taker. L Misecalloineous Framing and Supports: Provide*led froming and supports that we not a parl of L - I- I-. I . " A< , �', , L� L, --"-_ - I :,� ,', % ,, lor rubbish caused by their wm�and at the carripetion of the work"remove all rubbish SECTION 01200-PROXCT MEETINGS -4W karnsof It as nooss to complete the Worlt. Fabricabi it=structural steel I I . I I � ; I I I.. 1,11:� _,:_ L", :,,: �' drigi 1.1. -f I - , 11hurn wid!about the jobsite and all their tools,scaffo and surplus materials,and atiall of welded constinidion, Cut drill,and top unitut to rea4ve hardeare,hangam and similar Hams. . � �-' ._.) � ,L' :�1, :*� I I L. I,�. ';' I structurd or my Q Invtoll When carperittry plumb�WvW,bu%aid aligned oft od).cont moterials. Use conceded I 1, I � I ''X - - . I-_�' . I I r -,I- Ism the job bim. dem,Including retrieving all lauds.stickerik pairt mears,etc.,from 1.1 GENERAL 1.2 PRODUCTS (Not Applicable) I shims where required for d4rimariL Salloo and cut finish carpentry to At odAting work. Re- - :, .:. � . I '��, -; ,�.'` -'.. lighting flictunes,plurribin fixtures,gloss sterfaces.firdsh hardware,cabinets,counter tops,ato. finish and sold cuts as recommandeal by manufacturer � I, . ,� ..-: L �-__ --, :';;j.L_ I',I - � , 11 2_ . 1 1.3 EXECUTICN (Not Applicable) L 1 Miscellaneous;Steel Tr6w Fabricate units with contirwousilf welded*is and mouth exposed - . �.1 _. � ,I .- .r. ,� I� - 11 I I � I . , . - I �'10 '", I ,-jl.�' I_� !__ 1, �1 L L ' � ... . A.This Sectim spodflas administrative and procedural recul arm to far project meeting&Including: edgm War comers ond use conceded spices where poselile. Provids cutouts.fittings,and I 1. 1 . �11 I I,- -L,=. �'". I' 'LV �'.�J. -.�If�� ..,L�,_ : , , �'� . "-_ �. . .. L I D.S"aid Running Trim: Install with mininium numbar of)*tx procUcall,us"fUN-4-10 - � I,� , ,1, 1 7, I,, t '; I - 1.Pre-cortsbuctlon meethil& END OF SECTION L I ancharager.coordinate asoorribly old Installation with other we& ,, W .ct "". 'M . ., - - 11- ' I I� -'_" pieces it=mandmium longths,of luniber avolatils. Stagger)ohti In odocent and relffted trinn. , . I . , ". � I .. . I-.�" - I :I �:I �-. I �: .'.�- 2.Pre-kistaltation moctings. Cape at returns and mitor at camorst. -_� I L �.' . , -. ". ��- ',L_ .1 I - -I- � . - . I � . . - - L . �_ �-'�-7� 1, -I .W I �"L - '�- ''L., , .: ' �''� .' L .1 Progress mostiry K Pipe Bollards; Fabricate train Sdwd*40 AW pipa. ,- - . . "' L' I'I, � .� , I I � . I I. - L� L e - L, , I 1; � I ,.-" " ' �2 , - -- '_ �,��' . - � . . .1,� , '; � , . . - ' _�j,L ,I , .1 - E.Pmdirv; Instoll according to marufactimar's written Instructions. Select and art"units on . . I ;� - "�._f_ � ' - . ':'�_�,L,.'.-'��_--"..I I : ' - B.Pro)act mestingic L Finish metal fabrications after asscmlily� Corroy with NAAMM's Wid Finidae Morsial far At- . I , � � , , - -1 �--r each wag for best match of ad ant urifts whore grain character or color wriallons we notice- : . : - '�C) .'�'' L'' : .'�',.;"" j I .'� ., ,. ,- .SECTION 01010-SLWAARY OF WORK it diall be the responsIblifty of the Buider to schodule and cooperate said meetings to Include cliftecturd and iWal Proclucts!far racturnmendationa for applying and designating firldies. )ac .. I 1. . 7 1, ,, = ��'- '�'� f. - * . "� L L1 GENERAL able. Irstall with uniform tight Joins;bateson units. . 1 L. '�� � � but not be lknitad to Builders raxwswilathe�Sib-cantroctom Architect aid Sub-cconsultants,Instalkwa SECTION 01631-SUBSTITUTIONS Shop -..W items not hiliadad to be galvanized. '_ 1. � ''- = 1�� , , ." ,"`-� ..''. , . L 1.hfet�fammis L I L. ' I I C) � I . - _ , �'�: --,� �' � ,� ; gdvmUe items Indicated to be galvanized to comply with ASIW A 123 or Do not D , � _' , ' , " ' L , . _ . . �L"� :'� '. � j L, -_� .. � '= , ".7- _ , �.,.'�. L ,, _ , and my of the concerned parties. 1.1 GENERAL . F.Siding: In"elding and fasting according to mortifacturWs written Instruction. low 7, � LL- , -L �Z � ,. I - , hornes. ASTM A 153/A I&W as ap0cable. � "" '�';'...;'L. -1 --'. . , � ,-, ,,,, X ;,L IM Project omelets of single tomill .:� W .1 .�' . � I '.'.� '�'_ ,r 1.Project Locatiom City of Lake&=River"C*At%California mob to perstrate more than oria thicluess of siding,unless otherwise recommended by"N . . - . ., �' L I-� L I �- .I I A.Subaftutimic Changes in productA matorlds,squipment,required by the Cmebuclillon 7-Preparation far Shop PrImIr4 PrIfare uncoated forTous-motal surfaces to comply with manufacturer. Sed)ointg at kiside and outside comars and at trim Wartiam I. ' �4" . ',.< 4tr .". ;.'L.- `�'" �. ,-� I .I SSPC-SP A'Powar Tod Clowing. L . ,. ,,� -':�L .CC I :C �. w_'�'�,', i-,- � -�� I .1 Documents proposed after owns of the Contract are considered requests for I _ _ �'. ..:) 2 .'I, , ... , i 'L C.Agenda. Discuss Rome that could affect program Including the follovirig: I Apply shop primer to comply with SSPC-PA 1.*P&t Application Specification No.I.*far G.Repair damogeel or defective finish carpentry stione possible to aiimhdo lum4lonal or visual I . L �,�:L' .' I.' ,X C-1 I .� .-�' �"_ �'I . 1. , ' ,L_ - L �':�L t�,'L ,., �'�,' shop pointirg. defects. Whow not possible to repair,replace finish corportry. Adjust J*wy for milmr,ap- . . �L � � 1 a W . �� � �" , - -111.1111uldir Richmond American tionses,2191 5th Street,Suite IDS,Nwa%CA 92860. substItutions. The followinjugonot requests for substitutions: .. _ -, L Tentative construction solnediji. 1.SubMitutions requested 11he bidding period and accepted by Addendum prior to . .0 - . ,""I L . 11 11 , 11 L , Construction Documents.dated"y 25.2ODI,were '7!-� �,--:; � C) L - , 1 2.Critical work soquonckv;l. . . LU L, '"' " -.:,I - � ,. .-d of the Caittact. � pearance. . � . I �� ':L;" 17" ,-for the ProW by Wlkrn Hernalhalch Architects,1=Kanneen Ste.404.Inoine, 3.Submittal of Shop Dravings.Product Data.and Sornples. -�' 1. , .'-.� _._-.I ,I 1.-'.. - Ciulflimia,2N14-62% 4.Use of the prextrilose, I specified Included in the Construction Dommorits. I L . I I 'L �.."_'� Cr �-,- U_ L. L"� - � 2.Revisms to the C�strucltlon Documents requested by the Builder. 1.3 EXECUTION _� � , � .�:7 � No construction,"be*until find FOR CONSTRUCTION sets how been Issuad by the Architect. . � . I' . .1 ��'.. Z 10 - . '..� ,�) . L , : �:, ",, � L - , ; - : � . 4.Sub-Corit=compliance with regulations Wisjoll by governing outharildes. .I L � _j .11 '.�';".�:1 .- I L �:'�: 11 ,�.,� D.Preirstaflation Confixis It"be the Bulider,Controctor and Sub-Contractues responsibility to A.AN welding used In liolirlattion aid Installation will conform to&a standards of the AWS far fts END OF SECTION I . I . 'L 1.� . = '..I 1_;,'40 .< _'1. ,I'L _1 I � , . - C Covemling Coder AM wark sholl comply with(A applicable sections of the following cDdm Intended um I I I .I .� I W '11 ,''�: I �, . . .. conduct a conforancei before each activity that requires coatifiration with other operntlon. EL Substitution Request Submittal: I I. I . 11 Assesses '.. k IL>I : , - �; . I I w � 1.Uniform Building Code 1997 Edition. 1.Submit 3 copies of each request far substitution,to the Buider. B.Installotian,General: Pro4do anchorage devices and fasteners for securling metal fabrications I I .� 11.L . � . .-= L ..-, I ":", L: -,� I.' �� I I . - * - , L . I � I National Electrical Code 1999 EdItIon. 2-Identify the product a method to be replaced In each request Include related Spodflco- . I �. L�i,(n _j - . �_ I 1-I, I- . -3.Uniform Plumbing Code 1997 Edition. E.Aftendom The Installor and reprosxntot�vss of manufacturers and fularicaters Involved in or to in-pla"constraction. Perform cuttint&ftg.and fittIng required for Installing meld huturl I, , ��,_� - " '.; 1:'in . ' � - �':� ' , tion Section and Drawing nwilbers. , '� C..� 11 - � t-,- I . I LU CD . .1 I . affected by the Installation sholl attend. . , , , - I� ''I . I I I�. �' 41.Unffomt Machartical Code 1997 Edition. 3.Provide documentation showing compliance,with the requi onis is for substitutions and tions. Set metal fabrIcalloris occurct.ly loccUm,with edges and,isirfouss leA plift,wW - 1. I .' L' , W . �' . , .; .;�'i ��'�'I.1 L- � I �,.., ' '. I I � L Ali applicable state,county and local codes. 1.Review the Kogreas of other operations and preparations for the activity under consid- true. . - .� . '.� ",li !�e � " - 1= '� i,_: I'- ,L L �, , ' oration at each preirstallittlon conference,Including roWliments for the fallowing: the=f000win Information. t.Provide ternporary bracing or anchorst In fornmeark for items that are to be bult Into con- :- - "� I ,I L '_I :I= .1 .�I" '� . . '20M a inlarmation,Including list of changes needed to other Work that 4 �-: XZ1, . �' . -tot My � ��'L', , .., - . . I -01'D . 1 W 5 - I L - i� , - - � , : &.-Sol$ReWR N�-I(Nlf 2N ) a.Compatibility problems and octeplability of substrates. necessary to occummodate theasibstitutlon. . I '� ; I ����I. .'L 6 W appi . be crafts,mosontry,or similar construction. 1. . I � ' ' . I I� I I C) I r " - I . ., . 'L " .1 -,I - - - . I � I I I � I -, - L L :"z - .. b.Time schoculas and dolhorks. It.A comparison of the substitution with the Work specified,Including Performance, 2.Fit exposed connections accurately together. Weld connections.Unless otherwhe trial �_' L'. .' I , ,nl= '. . ;m - ": �� ,--,,". 2 , � �;i I . c Manufacturer's writtert Instructions. cated. Do not weld.mt,ar abrade galvanized surfaces. .' - % "L " , .I I . _'%��' L. I. 11 PRODUCTS . welght,elite.citsubillity.and visual effect 4 '01.�'_"! 1, , I . .. 1,'.L . I I . I ...' I I . I I I 11: - -.1 .': ` �_,.71' :,�'.,_ I 1� 1. �� L,.1 � L 1, I (Not kplilaable) d.ftT.t I �Product Data,Induding Drawings and dwarpHons of Products and Installation 1. . *� 7 ;":: ," I , L I "'L� L'� I "" I �' - I � � . 11 .. I . 1. I L _�� a.InWwW,7.d t=g rsquirwnant� C.Set bearing and leveling plates,an domed surfaces using wedges,shirm or leveling nuts. Af- .1, .�%� I 1. � . I I L I L I I 1''!"' ,, � . I (Not Applicable) procedures. I I ,� L .�..,:j. -_ -- _� 1. , , .' 1'�'�L� 1.3 DECUffION tot bow"members have bow positioned and plundied,tighten onchor bolts and pock*0 �. �.I I -I ".,,':� L �'� - . 11 . ,' d Samples.where applicatile a requested noridwirk forwinstalk grotiL .. . . I - . I I .: . I .� ,'- I . 'I . .1.. 1 2.The bulder"record significant discintsions and agreements and disogrements.and the &A staterriont Indicating the effect m the Sub-controctor's Construction Schatitee com- . . � I I . '_'.. . , -1 �.0211011 W11ILLIAM HEDAN-KALCH ARCHITECTS, INC. Ir- I - I I I - � .1 I "� I , I � 1%''I approved __L � -"L' I � , .�' � schoWle. Promptly distribute the record of the meeting to everyone concerned. ed to the schedule without approval of the sub"tion. Indicate the offed of . I" I '. _ - I.- I An or=aN � Includirn the Architect and Corwiltant. 7.substitution an Contract Time. D.Anchor ballarth In pace with covonfte fwtklgL Support and bruce,bollords,in position in toot- I I - , VALLM HEMAALKALCK ARCHITECTS,IC EXPRESSLY RESERWS . - 5 . �"'r,L _', .,_ , CHTS 11=1 � , , _ nSCWKMLAWCoF,yFtr AWOTNERF'ROPERTYRIE I �'. '� I '. . 1,. 1 4 excavations until concrets has been paced onA aired :_ . . 'Air -��"' I I "L.� -, f.Certification that the substitution conforms to the Construction Documents and Is - - 1, IN 7KSE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED, I I I - ' - � �� ,� '� - :L I ' CKANM.OR COPIED N ANY FORM OR MANNER WHATSOEVER NOR . ' . , _ L, .." I �. I. , I I L �. . �.'. 1,. . 3.Do not proceed with the Installation If the conference corinot be successfully concluded. appropriate for the applications Indoodecl. TO A THIRD PARTY ARSF OBTAMM I- . � '% -, � . Initiate actions necessary to resolve problems and reconvene the coriference. E.FIR bolkards oddy with coricrate.mounding top surface. WILLIAM a �._ li�Th.Sub-caribrocAces waiver of rights to additional payment or time that may became nk WWTE1l PE HE!MAIMtH L . '�". �� - I I . PERMIT# "'""'TO"As`A.coemn OF"'"" PAMM I -L: I necessary because of the folure of be substitution to perform odequately. ARCHITECTS,INC.of THE EVENT OF UNAUTHWIZED REUSE OF 11=1 -1 - , SECTION 01035-MODIFICATION PROCEDURES F.Touch Lip shop point after arection. Cloon fleld welds.boted connectionis.and abraded areas dOMPANY T- - I �', . I . THISNUMBERAC �;�SE PLANS BY A IHIRD PARTY.THE THIRD PARTY SHALL HOLE) �"' I . '':',,,�, 1.3 EXECUTION (Not Applicable) 12 PRODUCTS end point with the same material a used for shop paintirig. . I� - -� ' "" " '' �;'_"" � . � I � I 1.1 GENERAL I . I . ALL INSPECTIONAL REQUESTS ��-, 00 NOT SCALE . . `.� ' . ,I I ,�- PLANS ", .. . , C.Galvanized Surfaces: Clean field welds.baited connections.and abraded ween and rep*got- � . . I 1 .. , LU ., , ,C'7 - END OF SECTION A.Candirtimso The Architect will receive all substitution directly from the Builder,and consider I . . .I I. ,e I., �� '. . JIL Changes In the Work The Architect*1 law*Instructims ourthortirig changes In the Work an vankling to comply with ASTM A 78M I I � " ,�, .' r, 1.-,', ,1.- I . `- . � I .I - , _j��r I., REVISIONS ���". .. , . the Architects forrot. a request far sUbstitutim when me or more of the following cordiltions me artleflad. 7 - ' 1. �.j I., . ��'." , �, Ottioredies,the Architect will return to the Gulder the requests without action except to END OF SECTION � � 1. I I I .� -.,I-, I "-, ,- "- I - �, I - I .. � 11 I i� � r -1 � "I � 1. 1.2 COORDINATION record noncompliance with these reWwaments. 1, I. I : :�' �'��:-:�� I= .� . �.;� I r,, , I '. SEC71ON 01300-SUBMITTALS 1.Extensive rovislons to the Construction Documents are net rocitilred, I : -- r , NO. DATE BE lFnON I .. , I - ,I - , 1, I I..:1 1. . ; I L ClIent-InItIated Change Orders: The Architect will Issue a written description of proposed 2.Changes ans In keeping with the Intent of the Cornstruction Documents. I 1, � � e I I - ...�I I I"-, �. � �.". - � I changes in the Work that require odJustment to the Construction Documents or 5pacHications. 3.TIM specified Product corinot be provided within the Builder sche"a. The Architect:will not I I - � , I I .�� � ,� :,�- - , , I IJ GENERAL I 1. I . �� .1- , - ,�, ., - -1 - 't , �' �, . 11 - I , , - I � I- I - - I .: � �'.I The description my Include ouppimental a revised Drawings and Specifications. A.Submittal Procedwes: It*4 be the Builder,Contractor.and Sub-Contractor's responsibility to coordinate consider the request If the specified product cannot be provided a a result of foluns to I., I .. . I ,- -.-- I�"I- -� I I ,-,�� I -- �_ I -,� is the Work prorriptly. .. 1- . , � , � 11 .. , �', ". -zyj. � , � -, "� I 1 , � . I I',�..I �'� . ,-"" . .. �11 I . r 1. I ..1 I- - ,'�':"" , ' ��.- � .,I�.' . � . � - 1. _� t1uli-Controctor-Initlated Propoods: *an unforesseen contiftions roWlre modifficallon%the operations. Transmit(7)do)%prior to curnmericamerit of constriction Ww,tb to avoid delay. 4.CMIM is related to an*w-equal"clause. . - "s007-7�1'�_ I , , . . � I � . 1, � Sub-Corftroctor may submit a request far a change to the Client and Architect far approval. 1.Coordinate sulynittals far roloteed operations to avoid delay became of the need to review 5.The substittition offers the Builder a gibstantid otivantoge.in cost UM or DOW consid- I . - I rl�.____S",-.111,�'E I , . .1 I t I I �. .1 I '111 ."I .. � - I I � �. �I S.�JNC,, , "', "�- , 1 �14 I .� , submittal preparation with construction,fatrication.and other wAnfttd&and activities that require orations,after deducting corripareartlon to the canwittonts far redesign wA Increased cost of RY � � . . � I 6 11"Z �. "I,'. �':- .I . � .. - LU I I - .' _:-1,11, � . . � �I I:, ,I I I 1.Descrilue the proposed charge. Indicate reasons for the change and the effect of the other constru on. . . ,: ThrT -- ATE -'- � ' '-- � I . 'C � � . '11 I'd,,,4�.�'_z _-., - �� " . � I- , _�l , ; ,1 1. sequential submittals concurrently far coandinartlan. The Architect resiervow the right to witlithold cKtIoduct cannot ecolve ap a al by 43 governing outhwity6 W4 the substiltv- .nplicable coce � "'�'A 'g Once to the I . � . _r , � . change an the Construction Docurnertx.Specifications a Schedule.. 6.The specified I ��Rl-n�ha.be,,_ I..- 1. I � � . P, , I I � action an a isibmittal requiring coordination untl related submittals me received - , a an .,"'- , ,% , -;�.I �. 12 MMCTS tim am be approve& . 11�' . - I � � -I . hereby granted to issue - �I , ", ctut4ti- ". _�, .1 ". .I I .1 f . 1:, 'V.�'..�.:I��- . �1. I I . -I - (Not Applicable) Z Submittal Preparation: Place a perniment WW an each vitunktal for Identification. Pro- I I %- 1. �� � . �.� . I .� .-I. �' I� ,aPproyal by all applicable C" '�"79 . 11 . . 1,,..'�,.� - :" . - .� I . 1.3 EXECUTION (Not Applicaus) ,, . .. � I � � h�4--es Detroit paridmg , . - �';' .� . .. I ...I�'? . . . I 1. - I. I , � ��' � - I .I .. I �". , I I-- . I �.IS 0=71ON (Not Applkable) vids a labal or beside fibe the blocii,to record revies,wid approval �. I� I- .. � '. I 1,�_L I .- .I . . . � . � I . . I I I . The issuance or g"',- L" a peren't,b.,I"I � �77 . .. � .'-;�'� �' I-. " ��. - � marldrip and action taken. Include the following Inficinnaft .the label far Processing . . "�.�ol.,�, . . :,�..1 1. I . � . .�� �..� I r � aPproval of these P,,,,,, , I ,.:'�_ - I � - - : -,,, � I. , and recording oction taken. END OF SECTION � � '�' s.I.:�'I � � :� 11. � ' � . . . .1 . � � I � - I I .... P'nut .1 appr,,, -.',',' ,_,r.',t�be.oe ,, :. 1. - � I - ' .1�. 2� W ��_ I ' � . ",__ �:'�f� I I ,1 1: �111111111 OF SECTION I Q Pro name. I ,, . 11�-I I . . I I �. �� I ''. � I . r. I -""-� �, I �_C 'fZ(��j _�' - 77, I I, , , ---I- 'L_' � , I , � 4 �! '� , . I �. I I . � I � c-des 0, ",-, _"'.' I , Ject , I I r, N� � � - - r . I - � , - , . . I I . ; , , �' , ",,7 . I � :�-, I � . I . I 11 I I " . I I . I .11 I I I I 1.� � ., 11--,", , '_ � �'__ � I � �% , - � . b. Dare. - ' I I - I � . ,-, . -1,'�"_ - �. . , '.' . I I . .. 11 _-, . ''.'': I . I . .1 I . I . .. I . I I 1, I I -' - I-L 11 1; . , -;�" I � I - . I c-qs'f',,�",:,� ' u�Cz �'�," I . I.1�.I � I I..,�. I I . . . � - - -1 I I 1,,� 1, 1. � I I :.� - ,.1.I�11 . . I�I . � I 1-, d- I "I -, I ,. .�, I I - _: . I 1. ,�� . I I -" � � . �� I �'�:,_� - �" '� -, MAWM: Ill 1.:� �' __� �' , I , i I�� - : � �.4 L Name and address of the,ArchiftexA. -CAST-1114-PLACE CONCRETE : :;, ., I I I �" . , I w - 1,' : , V '_�''i��' ' �.o. `, I", . I- , . � I � I - --�,� ,PROW ILU : - 1, '. I. . .1 � I . d. Name and ad&=of the Client SECTION OM � , I i -%. � � ".I . I. . '��' . I: ", --u�. . . "'� .:'�, Ir ��-,' ,_- ,�.',�I��. , r 9= I I ' .1 11 -odor. . . .11;", I :� � ,� I I I � I . � I - - .�- ':��-- � , � �:, I .�' '�. . , L I'DEMNER: I W , - ': I I ' � .� -I . , . .. '�, 'Wenom 0100-C=EMTM e. Name and oddretos of the subcaritt . .. , ..� I I 11 i'. I ,� I I I I ..", - I. --I � _': .1 -I . � -,.I-.., .. -1.' :� �". _'.�-, ._� I I�," . Z' I � �� . . , , I' ; . L Name and ad&=of the supiplier. I 1.1 GENERAL - � �"-.1� . � � : . . I I I � �I, 1� . - : .1 .:'' , � I - - � ��, 11_.'' . ,.' -11:�__ 'I'-I I '�, .'I- -�';.I... 1.. _'. I � I I . I . - . I �, .. .� " ". I I �. , " ' � _ �-' - - - 7 C) - I . �n I - :., . - � " '�- - .:� �'w: . -. ,, I . , . � , L I :. '� " I.��: , ", _' . I - , z L -- I -; � � W-"*" : �I , .� - I . � _ � _ I. 11 ,��,>�'_ . -, _'. , r, �'�,_'.._',- . - -.,-� ,- I�': �. Nam.of U..-foorturer. I ,I A.Bulider,Contractor and Subcarriniclor woment that they we personally �' 2 1. . I I " . I , � - - __ ,�"'_ � I ,.-, ., : -Z**7iwy*By: as. _':�' . ;, ,�. -I . 11 . I. I � . I I . I - 1, ' ,�� : �.-, . , 5 � = _:��!' -. " -AJ GENERAL N.mbw and title of appropriate Spedficatim Section. ,., regarding the plans and specifications.Uniform&A&g Code requirementS. I�' ."��' I . I I I .. I I.% 1� . - I 11 . I" � ..I� , . . t. _ .�' _� - -, -:�� -_ � ,� , -1�; t I I . �-' , .� , , � .4'., " � . I I � "_'j.-, '�'4-�'� �� .�', �� I �-�' " '� � � _: . . I I 11 ' �- . I . . . .I .�, - . � � I . � "I . .'� ,. . � , - , , - " . I - .� , ' Growing number and datoil refereviam as appropriate. I , �irwiufacturar recommendations aid Indistry standards applicable to that Work and that I -1 ".�;.', �1. � ' . -,1.'_ � .. I 1�_'.. o I � 11 - : ___ .". - - .".- - � I _�"' �'� -BY: - - :'_ . :; �:� :1 1, � I ,'I, . �: __1 I � i "� ,,,, - I � I."..�, . �� '. I .��_'�"� 'I"-" - - .� ii _'11 � ,1 , - A,This Sectim Includes the Sulder,Cwrlrocbw�k orA Sult-Controctor requirements for �I . , � �� � 1� " 1 , 1, I I . - - I I !.- - I, - ..1� . , I �- . . .'� ' .-.� -' - _�-',.'7:,--1,-r '� -0 1. _�; U3 ,-, �. � ';" coordirating . 11 . . � , . ' � - . � - . % - ." 1 ...I ... - 1. " ,� --:- , -1. . I Statement of compliance with manufacturer requirements. . Vwlr work will be performed to the highest appikable standards.Builder,Contractor mej I :1 . ,:�. .� _ .. . . - .,. I I � .,.. .. . I . I I_ �' - 1� 7' 1 � . '. ''- -;��, .r - I I . ' "*,. -. I:�:1- � �� - .. I . : .I I , � I,-��.-,k,,-,-'z: LDG DEPT.SLUWAL: W1 � - 1. r , 4 .. .. .. -:. _ , , ,� '_ _j � I� . I , '�__ �- I '.; � I �. 1.�' .- I � . 1-1.� .���- � 1. � I . . . .� .'" .. .�...�' - ,.�"'_. ..�t �..- _� -- ��. - ,�.......�� L ' -1�.. ,, -1 W � ' .;�- I , I Coordination drowings. � I -1 j:, I �, . - � . - 7� 1 ", . .. constructim operations Including,but not necessarily Waited to,the follovini; . .1 . �.&SWmdW TranonnittaL Package,each submittal appopriately Transmit:with a tranorrAtal I :,' SubcontrocAces further warrant tbet my ooncerris regarding the nWhmmt of the 0. .. -- .' �,,,:'�: _"',,I � L I , � I � �.?";;�_ ,, I - - �, form. with t4de.manufactures or �' , I , ' - '. � " - � ' � I � I ,� . � -I �..�'�'�'. -'� ,'.'"��_� 2;��'� - , - , I " , .. ,'_:�- - , �I., � �, - . . � � I iand wocif"tions.and any bcwaWw"of conflicts , . _'. '. -' _' - , I .1- "," - ,- I , . -1, I I � - �.,�� " ��7�4"FORODNSDIIJM; I I".I - ::� " I I- - j Administrative end supervisory personnel. I � - I . :'I � �: I.. .- , I I ., , : � , �'.I . � %" " �,-, �, I. _. �I , I - ,'A�,,.,,r,, . I I. I . I� � .�', . , -�1. . . , I ,. ' - I.� . , I . � . I � I -I - 11�� - r. � ",..� I I - ___1 - - ' - I I . . I I Indluslary stonflards have boo sal-d prior to the lauricabon at the work � - - � "� �:' � .' . � -'��'. , I �- N 'i . I I I � ' .I I � - �I- � - ' _ - , - � � s I � . , - . . . C Review by the Architect Is for the Wrifted purpose of owassing the submittae�I110110,1111 �' - .�� L. �. ,�' , -- I �' I , ,, I� I - I - I �.1 '_, ., I , I I �" , � - -� �. ."�� . - . . �' .', ' 1. 1. ': . �.__ 1. , I .1 � -1 I �. . I: ,_�' 1, I _,"', �'.' - �,- " - . -"-'-�:�;" _';�46KMER: Wo, :1'�' '��,�;4,�'j - , �, " , �'. 1� 1. � " %.: '. . . .. .L I I I . 11 :.. 11 �.- � . "L. ,,.--';,-� --. I �. - � I . I .� - . ....... � ,',", . -- I - I I . : . �- ,- ,:, . _:&clemin*-A protoction. . I -I .. I � � conformance with the design concept of the pmjoct fund goneral comlilkince . I . �� _ , � r -_:� 1," %, . - � I � I - �..: -, , ," , � I , , . I I , � . I ,�. � , -, - ".. -- - I � I I I I - t R*W to StriietArd Enown*o*W MW eakWaticiat for d pvW N*AWMb Mod opecilledlims. � � I 11 I � I ,I - : -, . . �, . � I � � .<'.':,._ ';._"�_." -� .1 , '�' - . I 11 I . . �. I . - � , I c ''1'1_'�', I� �_' I �. I I . . . I : I.. I , -.1 I " � 1, .1 � '.' . . ' ' - , 1� 1. �- 1 '� : � -i I . . , I - I. . . �� . . � :two plans"opecifteddom I I ; , : I I I I , I , , , �'�I - I . I :" - - �' L , :" . I � - I " ,� , '��_�W RUE UK, '. ,- � I -` , I I . I � _ �-. ':'�,i.: I . I . I � . 1.I . � . I � - � .. .. .- I ...", I .1. . . ,,� . I � - - , I .. ".7v' . ' " ,I I � I .� I I " .1 � � � . - I I � - . - . . . -. :. . .�"- .n I - . ,.�..,' A- T7 I ; ",� :1 , " ... '�. . 14 1 1 , - --"s , - .' � ,r :1,"_�� ". .""i- . .,� L , ' �' - JAJ z I., .I '. - - , � 'I=1W SEL71M ' ' -'.-" I� � � 1. - - �" � � I ........� j- ".:- .,- I � 1 �:4 -, .�'5 . lm��r, W 4 .�� , - r I I . ' � '� � , . �. ' .1, I ��' I , , - ' ,'� �- - .1 - . I `� "'*-'�--'< I .,:.",. I .. � � 1: . 1. 11 . .. �' .I 1� - � - . - �' . , � � �� *�,-:� '.' - . �'�"' ,-"'�v -"- �.-." . ��! 7 "o ' .- �' � � , I" . � I '. 11 . :� If .�" 11 � :'-: " �... ,� ��..-,� � I:.,.,- %,z. �'.-� , . _1 �,o v ��' I �-,",� " I "x �" .,�.-'. , ,, -�, � " _-, I ,�_, ,-� ,'_ I- I I .1 -_ % - � I .1, ,7, � , � .: I . � ':,. r, .1 . I�1, �*�� ", � . . . . ,- ,� � I �1. . t 1 .- I I , 1. 1. I ,",_ �, ,. " , ';'��. , - - ,, , , I I I . I : I I � . I . � : I I 11 . � , ., , , - I - . � , r ,.,. 11 . .� . - , '; - ' , .:� I . � : :..�. ; �;j -I j �,-,, ,� , ,- -- I - - ' ' '' ' I , ,,,, ; -_ :'-�' .- -_ ' - � , . I , Z��. I �," " , z, I..,4V� : . -" . �' - .-,Pl ; ' � ,' ." .,. ',�! � ,. -, , ",, ,-:'�04'�-_V-�_"B� - -_-,��7. '!` : � I , , �' . I I I . ., . .� . . I 11 � I;-- I I .. � I - I � - -1.I I - ""- . I I.. _ - - - - . I �11 � , '� , :� � lz� �' " �'.-, � ,,� -,.�'' � I� '-- , . 't I.If- I . . - ; ' - I "I,�-.1,� , -� -,. _ - --- � -� "- ,_. �,rr ,, I ,.� L '"� � - - 11 I �I,��-,11 .-�� " I I_ . - . . 17 ," .1 _ -, , I . � - � _b - .. ; I I I - '. ' , ' - ' 4 , I le,�. --- � , - , ',, . . , ..' ': 7%. ,:'�' ''.." . . 11 . . I , ,'ZL� _ _, � - 'z ,I - .,. . . . ''. .1 . , , � �� ,.elol . -� - . - ,,,.,. .. :�;; � � I : 1. _� I �'� �'�2'�" - A , . - � .:� - �� , . ,. o I - I . , :�'� ,*,'. ", �: � , _",_� �' . - -: ,3t" �-,.I � ." . i.: , ; �, .1 � . -4�..' �, �. �--1 ,' - , -". ��� , , -. , , �' , .� �I � - -�:� - - � - . . 1.� � , _� , � . , .. e .' 11 I _:, '. .1.. , �: I ,. � " I : , .�� � I 1, ��I� - . ,- . .�' : I . '�.: � �' '-'�-'�" .-, .: " ' " -0' - - � TE: , I � I - :L� -� I `�-I... I... � - : -" _4 ' I - t�" " , ", z � " :�11 � �. .1 � . .' I I . � " I ,r �� !�� �-- � . . , - ' - - . .� I� �'� r , . 1� :" - � .1 - . � - 4� :., . .'r�.... ---I . I _�',, .- � - , . � -r ,- � -1- : , M I� I �'I I , I -11 ., -, _ � -, , - � I .. ...... .1 :- , �.�. , � . L.,' � ". � ;�"- .11 I � I - , 1 .'' " L '' : �. ,, _, "�'�� I . �.I '� � . I I I � '. � I , . I I I . I 1. 11 I .' � ..�� " ," _' 11 , , , . I . I - 1. .1 . : , ' ,. - r - 7 "_.'�� .'' , � - ," , � " , � .�, ��"' .� , . . , - .- 1. I . I � ': -1 I . �% i I I �' - i , .,� ;11 _1 I � .I , _�'. -. . , . '��- - � .' . . '.� ,�'.'� :_"", " " �'_ " - ,� . . !L4= ,: : I_. '.�' ' _:I V , I , , � '. � �, , :I . I �. -1, -_: , - , � � .. -, I . � I �.� � , .: I - � ,�-_ .I �' �'. _ -, . , . �_ __. . : :� .' � . 1 . - . _ - I � .� � - , ' I ' - �� .r , I . I - 11 .. _ - 1, 1, I I 11 � '� I ��"" . I '- ,.' �_' '-."�: -5-01 1 , � -, - ' I.', � . ., , 2 � � . .' -.1 - I -.. - I - L I .I. 1� - �- -I L- , . � , � '� '�L � - I . �. I'll., . I- � ". ,- - , ,, - - � , -_ ' - � � 1. I � .- - , L �I ICD - I � . � I ". .:IL 7.;1.'.' 7 ., --I ." , � - .�' . - . , �. -I� I � I .�.. ' .�. - ,- - �1-� ..� � I .- I -11 . I , �' �'�"� � �_ .1 . I .. � ' - v�_1,,,, I .1 ':, . � . - . I ' �.�11 I � 1"I . I 71_��i I I. - 11 ,�. ';� ' I .;, , � :_��'i , ." '- ,", � . . 1 . '��.' ,' ".'.� I—. - .: �" , . . . ." '_ . .,., I ,....�, ,. � I .I _ I ,I -GN1 - -,-, . '�' - .' .1 1 � 1 � . � ' . ' . , " - : � .':�, '�" 10 I , , - . , I � . I I-- I .. .. �.� 11, -%, I I � 11�. - - �'"'-'1' . � . �' ,� I I 1z o� - � , , - - �"� � 5, -1 I - 11 , - - , I , �-1 "'. .- L ' - , �: - �' '. ,''��" ��'� " �' _L� '�"': '� . ��:' : - - - 1-1 - � - _,. .. . , , _�� " � P.; - - " 7 " � � I I . . - 1- . - I � _'_' '� �:_ � '� :_ I - ,..' . - '' . , ". �� -� �. � � .-, -'i"_"- -;-`��f, '. �':_� "�,� , �'�"-- , " ; - _ ., - I ,�:" � � -, - .r . - � N" I - I r , .. I .- .,-- � �, _.' .1. ,1-1 1. 'L , - I � ',�_ � ;' I �.-, � - I ` _ , � , , " .: , �' � I ". * , , , , , , . . I , I .-I' . �' ."' .%AENERAL SPECIFICATIONS — ���' . ' �'..�' .- . _ ;I I ." I -, I I , , ��__ . '�_ 11 . '. , I � . . - ", - : .- - - - .- 1 . '. . - : - - .. I .�' , - " I - .. I , 1 -1 I . . . ' _7"_ ' " - � "I � I ., * 1 ",_. I "' �-11 _ " "^-'r 1-1 - '.% I I ., - _'��' �' - '� I � � '�'�j' � . I 11 - ��'_" � :" ."'_-'--t_ . - � , , � .�_. �-�,'- I - , 11 .. _ ' . -1 - I _'�_' 1, 1� , ' I - c . I I , � " . . , � _. _ , � � , , * '.,-, - , � - . � .' '� -1,;_1 '� � _, . , - , I % _:'�._ :�' . � _ .. ,1 . , , � 11 . -1- -.1 - -- - . _ I . . I � I . ���'_ � - ' . ' . �'�_L _'�' . �. ,' , ' ' �� ' ' '�."' I - ";: 1 ' _. . ._ . - , e. ;�I.. - -, .� �' . :' �'��, � , . �: ", ����__. -- . I-1. -1- -z- � -C I ., . I- 1:'. � � I . �" , L .' - I I - '�: .' I - : ' � , _ I 1 " L I1 11 . , ' _:�" I - 1, - - � '_ '� -, - I � - � _ - _ %�_' �, � I � � � 1 , " I' �":� - ... I ,. � ' ;: - ' ' :.t .� . I I '. . - - L , � , I '. �' �� .. " � " .,.'�._'�_ ", 17n'w .' � L, ' . , . ' I _. �'. � I., 1, .' " r-,'- ' ' .;�_ . � � - " 11 - '� t_ ':� '� � lf�_'_% , 1� I ' ' - , - _ � �" - �"_ - I 1. " �' ti I .1 I . �' � '� � , _ I . . �' . I v - . . - ':% I 1, _.' , , I - ' r .- ,1- � '. - - ,: _� . - 1 - , ..i'-" � ' - , '' _ _ � : - � '' T, _ � ._1 . " _ , �� � . � �; -� ,' I I - �� 1-t ; , . - - . I -1- - . - I - - . �-1. � -, ': ': _.' ... I .I I , - �".,'�� , I 11 ,� 11: I I . I .1 . " - _' _ ' _� -� `.�_ - I I -. 11, '_' A"".;_L._.' "�"' _'��,L - 1 . I - ..�� -,� . , .',.'- ..� �, , .- I ' 1* -11 - , L � ,.1 , : ��"" ---,- � ii�:�I," ' I - I I 1. I � ;C _. , �' � �I , I .. I �� :�'. ,,,,, � :' _-"'4 , .--6�' � I .,.-. I . ' I '�':'� �- -1 � ?�'� � , "I _ -1 I .-��: I 1 � . . �I I I �� . . ' - _: _'.'�,4�'�,_ - �. . ' ", I "r , . _ � _� _' �_ �-' ......- :r',�' " -_�:�:� .:, ,' , 11 i �, ,2MI . �-%" I . � . I e.' I , - . - , � - - , I",.- � �__ �-1 __q1 - "11 - * . . ,, - . .11 I , ' � _ ! , - .Id'- - "I - I , � , "�� . � " , - -` - . � . . .� .1 �'�- I , " �, . ': � -, � -.'�, " ".' "�11'_� __ -L I : , � - "I :'-1 �� -r _ , 1� _. - - �- -�''_��_- " I __ � " 11 - - �- I .-.-"4 _� " -" "' L - - I ;:;;., � . I I I .1 - � ,�� I - - , �'� �' _ 1�_,�' _:�; _ � -, s _ �' � : 4'1141� , : . " I I .1 ' _ �.' .- , . �' __ � , - . - 'k - - _ ":__�' �� - � - � � � - � 5 . I � �'- '�" , �- ., I .�: � - . I � � . I . � ..", , I . --- , ,� �� !, I -.:� � ",, .' I - �� "�' � '�-- -,I -"'� -�� *':� I _'�_�2 "'; '� -LI - I � o� .I�� '��'�'�:- , � �'���."�1� '�� - I :� �:'��-� ' �'��' , -- � "I m:'.�;1�_ . .��'�1, ,,,, -. _' .� ---, , 1, , � 'r��"�;�i� I I . ,�'� � � . , I -' " ,_.�:I , 11 it - 4_.'�14,'' 7 1'. 1:. -11 I - .. �. � - I. ', -,� i ' �' �� . ';' � ,,"��'L:.� .� "' _;Z _,"i�:�4�' ,'_ '�'� 1.r,,,-'___��',, ,� , . I , - I � - , I 'r I I � - 'd_ � �� - '. �"' .% I I I I . I. � - � I � � __ _:.� %, �:' ,14 ; ". I �' I - , - - -- I- .. I 1, - , ,-", 4'_'�-�'--- - --- � , . �- � -, - .. -- ��. , . � . - - - .,I�-.---.i.��',�,--�f-.,D`�1�1 r . .", :,.- , "" -1- �ii- - , , � . , . , �', . ;, , . , , - . , -a .Z" . I- . ;--r-, -;%I.I - � . -- , , - - . , , - - , - , � -- -1 � :�- � � . . 'i�, , - �1..,��,- .�.. . -- - , ,. - - -- -. . -- --. " - - , .� �-7 , -. , - 'z � �:, ',_-i, , -,. - -:: - . �� � 1. ,,- .;,� ,." - , - - � �4- ., ", ,. . - . , � - -- -- - - * - , , .. -- . -I � . I I ,.-.I .... , - .I'-. �� .�.. - - - .- I I..� I .. - ,:,-� '��-?" - , "". �a -,.�� , �';,,�.�7`z` .-, , .- ",�',,.� �r, - -- .�-,I I 1, . : - -1 I I.. � , , w ,,.",�,41- � - -� � �--!,. , - � " " -":�,.'-�� ,�-�,- � - - �, - .-,, " ,,�, . .�, .-��-: .I "I., � , ,�-,-, ,:,-,-.-1 , - -.'-� �' , :. �Y - ---�-,. . - �, R, , . ,-i.,- �� ,�, , ,- -- ., . �, ,� -.I. � - , ,- , " � �, , ;,'�,'-,- , K- 'y , . . ,,-.�:,,o'�t,.',-�,��. -� ,, - .- . ,F.,� :: ,� I �I .,�� . ,, , � . , - - 4, . , , . , "" ' '. -,�' -�,:-�-�-7,7�-,?�, � � , �, � % *,-...",.,".�, ,�,-",-,�,,,,�%�a-:?;- �--',:".'�*�?-'Z�-i" ?7"N 7 -,s .,,� -,",' - .", � �� -t,, ,*-,--'-,`�� 1 .I il I . , . - -�-� .; -- - - - - ,� - , . ,�� , `- �` ", '. �? -i- �- - ,- ,,- ,-, , S � - ,f -, � , , j���. - - -- , - 7 , - "K. , - ,�: . --.. - , , -. "' ' , - ,� � � -�� , I I �-- - , I. ,;- � .,� " - - '-, ..- .. - �� � , ,� I 1� 6�,� I. �.,., -I,- ,% . .- ., ... . - ,:��-,------ -���.��., ---... . " - -T,�- , . .i, � - . � ... . , , :, . - . -�, I . . -, s�- . -�. ... - � .,- . . �I -1 -- I--* , . - - - -� �, , , . , ,�- - � , , , � , I I I .. . , . : 11 � . � -,j� �,�,- ", - - - - - ` .- �-.� �- - - 1-- ��'. -,�'-,,,,-.,1-'� --f-,r-'�Q �,-r� -- ,� �-*�; .� � -� ,-,��-;-' 'L � ,--,,-�7 . '_1 ,,-,�, I� - ,.., I .- �- I , � - . � - . . . . . , � . ... - � -�� -., , ,.�-,-,-,!L,, -��,,,-,-a, �X , � , ,; ,.�- � ,:. �. . � I �-.1.7� :I� �: � . , , , � .,,,� .,1 .-- . , , I -�,-�- -,'�.7:�.I " ",, -..,� " , ;- � , � , � .,��",- . � -- - - -;� -,�,:', .." . , , .� - . . `,-,,',�-�,�,��%�- --; '-----,� " -...,-. ,.,-- - `;-"� �---,,-;--'��- , - , "I, *, . . '-11-- , , , - - - .. .. -'��-�;�-,'-, �--,, 1. � , ,; , . -.-� �,,�-,,'.,,' z � I--..,.--- I , -,�, -.- ",_-, . .z,:,,z."�," ,� .i.-� , , - - r- --11 ,-,- . . , ,, ,.-. . , z: '. ,�%- �, ,�� ,� �, . � - - ;.,. , -�, .,� .4',",�,":, �- - -� ,, - - , , .� , �. ,.. ,; � � .3- � � - : -� - , � I , : --� -- �e.,., , , ,-,� . , -.I- ,,, - . - . , � --�,,� � , �. - �- , - - - ,,,-,... , - . - -- � - , , I . , - , - . - , ,., ,,7 - �!, W �,-,�,. ,-,-11� -��'.,�,,-�,,. -,, �11 4, �,'.'. � " .;. I . - ,. .�: ,� .. .�, �� : � ". . -1, .� -,. - - ,, - � � .,,, ... , � . - , � � -"'..11� - .. , 1. ... ..1 I 'f' �;',�.:.'-,�!?-� ,I- .I �,,,� . -2-':��:,, - � 11 ..., ,, - I ,:.- -� , .��, .,, -, ,", , % ,, . I -- 11 -I -I� . -7 -1: - I�, . . -- , ;1. - - � - . � , - .. , . ,��, , -. :I-,:�-,,--:--� . , -'r,.:", ',� - , 41-�-�-_�,:�,�,�,,, �-; o.. �.-,,'I',, , - , , , - - - . . " I � . , , �1.I . .� ,�, -` - �7 % - , -� - -,.- �-.--�-: . . -. 1 ," - .��`t'. . . ,�;�" :, - * �lo . � ,, , �-,'� �_ .,��'��,:,, . � :,. � -. :' , , -�. ., -, - -. -1. I 1, .- -I .1 . ,:, ,- �-1 , -. -� I a�-,:., f, �, , -� - ,-'�I�` - �% I - ., -- , �. , - -- . I I . - -,, ,.:,: - - - - �', � :-, . I I I I I � e -1 ��% �,; . .;.I� .. �� I - -.r ... � .-, . .�.- , - � � I - ..'. , I,- I -�.-�I , ,,��-`�- � ..;-- � � . �,� �- - . � .,.. -� - . . .",, --------- I I -1 I � �,- I . � .. � I �,,��.�.�,,. �, , � �,,-. . . -.. : -��', ,-- X, - :, ,�: -- , �,-- --, - - � .1.. -', , . �,; � * --` -,�� ".i�;,��";1 -� �'- - '4,��....:-,- --,,�, ,e- -v"""'., '. �. , , , : , , - ". --,�� - � - � . .� - % - , . . e . - ,, . - I � - - - - , , , , - - - - � y - �- ---,�5, �-��-�` -': �k,' ,�-j�,,-���-,�� I - , � , I I , . 11 1 I. - � , A., - - ,r -� -,� , . -� � , - -�7 ,�� -��,�- 11 ,�, .-.r: �.,.,..,� -�: : I� ,. - ; - � .L I �, � ! , .� , �, . : , ,..�-�. � � , � I I : � ,. �'-. �� ,.-71 . .,':- ,-� :1� , � .- � �- ��--, - ,- - - - - -"-!,�, �,,. - -� -� , , ., - ,-� � .. . �� 7 1 � ,..,I- . . . -;" .1 I .. ,�-I : .. . �- . A , . --� ,�-, ,..: -:� ��. - - - , - - -- �:---� �,�----,� , , - : , - � � ;.- , "�,, � , ;, " .�.�,-v:,,*. �', , - ,, � , � I � , � , �,I � , . -- - -11, ,:�` , - , - � -, .- . �:- ,- ,�,-"'&f . � �, , � . - -_ I . , -,. . . .. -.i - �. Z. -., - - . .,,�,-.-Y,��, . :.�, . -- �- �, 4,. � �:�. � . --'t':':"� ,I -�,� - � - . ;�*I�4L-p:,�,�, - . . i. - ,,� - �- !- ,.'. -, ,. � �1"',�';�,-�- ,,.;� - . 1.I I I .. , - - , " , . , �� - , . , - ,- - tv ,� �I�-, ,�,';,I- , -,"- , - , , - ": � '. ,-- , I I . � ..Z : .* I I ,� . :�,:. , , � . - '. ��,"�7:! .... - - I - 11 .. .I I � -- � i , .-�, .1, - .:�.I .: � - ,�, , . I -� ..�. ::,. . -.., . ,1,��- - ., : ,- � ,�� ,��.:, ,, . , , . -, �i,�.:�.-'�' I , . 1, �:.-- , , � � . , - -,� � . .�, , - , I . - - � - -"- .. I ; 1-: "- - - - , . , , . 11 � - I I " . I - 1 . - . - . - � , - , I - - . ... � , .. . - � � � . .. . -A,- I - -. :�i� � . , � -, -1 � I _ - I �, 2 �I . "',. .��, - .�-, �, , '. � ,,,,.,-.. .. . % �: - . -i �' , -�,. " ; : 11 I � 1. . I 1��I . . . . . � . - ��v �. . � - � -� , , , , , . '] , 11 ,11. 1�� -,�� �'-.:,,- �. � ..- � I I . I . , . .1 �- �. ��, 4' � I . .. 11 , I .. I I 11 ;.- - -- � . - � I I*.r"-�. - .,-.� - �, ;:',�--,��-.,�.,,:-.z�-.,,��,,'�4-�',-;�"!`�"",�-,"--- --:- I :z- �-- � I , - ., . .�: .. .. - , � . ,. 11. I . * - . .I .. , , - , - �, - * - , . I-. I � I :, - �� - ." - " , . �,, , �� -� .-4 1 . �, . I , . - . I - I , I- ': 11 -, - . . - .,: , , - -:-.',,�!-�--,,,!'- -.".`N,�-.. . - - - - I , 1, r ,�;-I -.-.� .�. - , � -�, . - - � �-�-�- -� , -.i�,. �I I : '. .%.., , - '� � �, ,� � I � I I I . I .- 1� . ,� I 1. I,-. �� .� , . .I- I . �:,,. , . , . 1- .. , , .-��, -- I I . 1 �: I- - � ,�; . � . ", , I I --f- -., ,7 ,� , ;- . ,�, 1,: � .,, .,�-� . - .1 - � . : Z� - , I .�,- � �,I - ��, � - . : - ,,�, '. :" ,� 11 , I i4�� , . � I 11 � , , - , -X - : , -- I- ,����� : I I 1.. I I-1. I., I � .I . ��,- . ..�:. . :� � ,-��-,,� -,;�r,, �, .�:-, , , - , �",- I-, I � I . � .. , I ,� . '.� , ,, �, . . � I I I ..I, .. , ;- I ,,.�� I . I-,I.I I. ,1. .. . : . . , , .� . I . - -- 11 I ,- . -;��� .. .% � %,I , , .-: ..��, � , 1--, " � I � �.-I � :1 SECTION W402-111(M=A0347WRPA VQWW,K �,,� I . .1 ��,�vernam OM-CNWTE Mwim;MES - ... k--- I � ". -� -- ., - .. - 'W" - � ,� , ,- ,� , .,,,- ,- --- `- - - , ,- _,;,,- , . _�� ,:, I . .I � I � . V=mio-sm wn . - - ,-- I ";iI.V1 1.�;"��, �-� - - , �,��, .. �. - - 11 ,I . - I . I. - ,L f4ricate~metal 401hing and trbh to=recomwevailkidnall ef SMADWo*41rdilk '..,- .-� I MATERIALS ,, ., .'�- -I .. , - ,�� -.-�� - - -rl -- - --- �,� � - , -��-�,!, ,1� , ",. -x I �,,:"�� - - : -� , .. , I . I .� I I I -, . 1 , IL I . I - I - � � - - - -.A 1. , ,, I - , , I 1, , - - .1. - I :- . �1- . I I Mmuoll`awsk apply to dosensilowl,a"48d aft dianicks , I - I - . . . - . - ,;,. ,-. .. - � - , � I . 11: 1,-�,� I -�-1 � � .I , - - , , -- .1 .'-��, - , - :I , �, � I '�, I -� � .: il �, . I - I I I -.1M I-GENERAL � " .114chod Sh"t Maid . ,� , -�:,l,,,,,- � , - � ,I , I � � I . �11 . -- - . I I I I. o � .-,. - - �-I -;- ,�I-- -,,,, ." � . .�,-- I I,- �,�,, u GENERAL , 11, 11 . - � Was of the Nera liellisolad. . . I- . .. � ,. � - , " ,��, --� -��,�, I , �1. . . , . I I . -1 � � . � I . I ..1. .� I.TWo I Sealant, Aa)Pc bow single comio-ent,mhmnt oBring;capable of being , I I I GENIERAL, ,� .,,-��. .'. ��:�� , � 1� , I , -,.� " -�, "';,�f::��'-.',- . ,, - - � , � 1 - . I .1'.I ,. ::.�. . t �1 -, � ,,�.- r'� -'.I ,,, , ,� I , ". ,� - I . . .- . . �1. �� I I I .11 I - I I I - � I - ., - - - - %- � . -.11 . I 1. 11 I . - I . . I 1-11 �-. . �,_-� I I ��, ,�- � ,�� : 1.1 GENERAL : - I - . , I I . �- I , ,�. .I . - - ,1. :I- --,� antinuously Immarood In*ater,withataiwi nNo4onnent of up to 7.5 Can width - . I I I I ",�'� -I 11�:-.,,�f .-j I -� : . . -11 I I� "I" , , � .�� .� , . I I . - � , -. , .- - � .�'I.a 'i-�. , I �� 'r - -:�,,s . 'L _ -.'. - -:�-�% I I .1. I . I I .1--.- �11--..-,..,., -, - , , - . I . .� i -. . �� ,;, , . - �,'" � I I I - � � , knoolodgasible , ��- c--,I Builder.Contractor and Subcontractor*want that UM we - � � . I . .. : ;;' and Satisfactorily applied t1hroughout a temperature range of 40 to *"a - -'.--A:&4der.Contractor wW Subcontractor mns that If"ars ,, . I...'- ---, 1, . . v.11 A,Bulkier,Cwtractor and SiAcontractar warrant that ff"on personally , . .- . ,I. Gutters: I � .. ,��......�%% - A ,, 17 - , � , I . ". - regarding the plons and Specifications.Unftm likAding Code requiromarts. .�, I 11 I 1 . ,I : ._ . !��, . -.�� I � .. - I regarding the plans&W spedfications.Uniform Building Code=,11r,"986A � 1..1- :�.� Z Downspouts: :1 . - �.e.I I -- � . - honiness of rroximurn 5;nonsbunkNi.nonbloodin%nonso9ft color as selected; - � - t" :� -,,',i�,- .-,: - , ,,',W . 1, . I . ; � I �1. � . �-. I .I � ,.- ,I-- � .--��.. ,� ._ � : --. ons*W Specifications.Undarm Bulking Codep=1.-"W'Sab" , �- ,- -, �,,,-,- ,- '"�� 1. 1. � �� �, , COWLICtOr Hook .?�� ;'.- ; .4 11r'.', . . . -: I Soncloc mmwbcbrW by Sonnabom ChemsOuction system or awal. I. :'.- imnufacturar rowmirmindations mW Industry standards applicable to their work and that �,� I- 1;-_,�- ;-�!7, ILUAm HEZMALHALCH .I - ., - 11 -- , , I I � 0mriacturar recorwaidations and Industry AwWords applicable to their vork OW that - I ft,anufocturar recommawkitions and industry standards appkable to their work and Old .1...: �& I ,I - I T 1�, ,, � �. .isigardinq the 0 � .- ,., , - .� I I . I 1. I - , -- , 111,,�. -,", I ,� . z - I. I their work S111 be performed to the highest applicable standards.&-lder Contractor and . ..� .- ., ,�� - ., � - I -` "', -�, ,-. I N C. ,tl� -1 " 4 � I � I ,, v--".� their work SIR be perfamnad to the highest applicable AwNlvdL Builder,CmVwtw and . *. Scuppers: �: , �'-,-- � �;:,!'� --: . �'- �' .'-.1heir work will be perfanned to the highest applicable stmdwdL Builder.Contractor and - z ;��,--:N A R C H I T E C T S � - , - I . .1;. � I r,I � ..-�I I . " ."I. . -component,&wnW -. -' ,-, -, , v, .�.� 11- ., . Subcontroctor's lurther warrant that any conowho regarding the requirornant of the plans Subcontmem's furlhor*want bud my concerms regarding the requirement of the Osso I , & Evosed TrK Onavol Steps I . . 1, - � Z T It malant Polyuraxine bow n& I -. -Subcontroctor`3 further warrant that my Concerns regarding the requirement of the Owns �-.-.:. � - � 11 ;- � � , , I , . I � I , "' , ", , - I- . I .,- ,". I.�. wA lipecificatiami,mW my Inconsistency of cmActs with Coda.moraffocturor or Ill. =k,g: ,. ., I . -W'� ,�, I . I, -1-11 I 1. �- r� -I ' -' I ': a.;�--I 'I"' IM5 VON KARIMM M404 VWCA 926144M ,. 1, " I I .. - C I . -land spadficatimA,and my Inconsistency of conflicts with Coda.manufacturer or . �. - . .,,, .11 .* ;;-..'I.in--*4...of.4-=%-=T, -.: . � � � ",'.�.- - -, I f- . ,�liallualry,emdartle h.vs bow mod . .:,. .. . . _ , and speofficatiorm wW my Inwrisistancy of conflicts with Codg,manufacturer of -��,-'-��-"" ,-'-; 90 2W W wavesharchloclawarn Ism W 250 l5a ...�� � . ,I ved prior to the fabrication of the.ork. T. ?,-, - - - 1: *,*, � uind mcna,ment of Lop to 25 percent of jdrt.kith and satisfactorily led - -��"��-,, .., ....7 111�1 - I, . . :-, ". , �,, . 'Industry Standards Now bow -,' Prior to the liabrioation of the wa& -Ir ':-11."-1,-, . . ',-- , : --�- 1- , water.withri ew r . ,"AWY slandardo haws bass A prim to liss loloricatlow of the wort. : ::�.�,�wk , '---41 ' � I" '-'. � -, , - . I , : - : - I -.1, I� � -1 twta*gr4 ,�. I '�*.1-- - , �, .. . 1, I . _-, -� I I .I & cow aDohNs � �...-. I. I . I :�. � - - temperature raw of 40 to 80 degrees F;uniform,homoganamm aid free ,, - ,, . .1 - I � , 1.� I :--, �,,.,""-,-��- -.1.",,-x��'��,, ,:.;,: ,W5 HOPYARD WW M 325 KEAVXMN CA 9MW - - ,I : . . , ' � � I. * . , ., , . .,.- -114- 1 INK 925 463 -�`-' . I firgsh moldings. , I Flosihing R , -- . . -� I .,�� � . , .� - ,� dkm and courve porticos when mixed;Sh,we A hardness of minimum 25 1� I � -. . :�";`,��11-'-'< . � - I-.1-, ., ; �I , , .. I I 2. ,�: � I - = -, ,1, .. 7 1725 1 -�- , - I - I SL Interim orcivitecturd woodwork Iniludes wood firrhig.blocking,shirne,bom,com. I , I ,: . - -I . I . I � . - . .. - .� - ,�, " ��, �., I ., -. , � I , I i &9AMnTALS a blows - 110. . .., I .1. --%�,-:,-�,=40 1700 .1 , �..-': -- 1. -- , -, -; � �,, ,"hanging Strips unless conceded within other construction prior to woodwork Instalation. I . - .1. I I -.. � . .-. - i� ":, . , Valle �'�.' � -. ,. I . . �,� I ,'� and maximNsn nonisloodlog.cow as selected;ThIC-911111 asanufacluirsd , . , . - .1 I 1, I .� .."--I � -�,�.�-' .� -I --, 11 111. _,-� ,�., L . . . Drip�Flashkq . , - . .I 1.,. I EL UfAy Awwaloic ,. . .1 .1 .. �, � -,�" I ", ,_:�L,�,.'�,��, I . I I-.� 11 �. ,;I I � '-.' �, � r, . , . � 111. I I . � � - �. .- .-- . I I � I I - - �L-- - . :� I I - .� "I �� � -' , I dges: - . . - !�r� ,. - - -,-,w,:.� - - .11 . _- I ��� 1.Rosuct deto for sun ty"of~vackled,holusag dabdi.of aend"Xuon --H to I I I I. . -: .- . . - I , by Tranco.or I - - �, - - -0 carriages far stairs am a part of Interim architectural woodwork. Platform Inaming am 1�. 1, �'.�, -� - %,�:-�-�;;%..�f�)�' . ,'7,-�; , �. :,r. , - I 112.E,na nashing: � - .. � 1.Comply with ANSI A 250.&miles mors Stringent requiromants are inilkated. . I-- � %� ��1, � I ,.�� . , t A : I I . - I,�� " � �, �-, . Inming associated with stolinwork am Wodfiod In Section Oi- ffliough Cor- "'V, Il I FWW** -: I &Typs In Sealant Pdyurwthans base.mult,cornpormt,dwrhod . . � � 11 . I &Issoas swft-Lr=kaW--,'--"'-L,.r-f=of-Wing th . I Elmer . - 4 Z Fk&-Rded Dow Assernblies: Assemblies comiplying with NFPA 80 that on HAM and Ia- � -". -,:��1. ��, I �,V, - . _Pwr�� -�,�,V� '., i - , , I - ,- . � , ,- I I - , . , � -. :,�. � , . I ': - � 4. ." . , . -- '11 I beledl by a tooUng and Inspecting o9oncy occeptalDs to wthartbas having jurisdiction,for. , - - --`C,� . � ,; ,. , , . - ." , I , �,�,I -I I w�- I =;-a,* lowered. . ashing; =for application In.Wucd jokft w1dartand movwrmA of up M M t ,�. - - .-, -,,,�, . I � � " . I , . .: .. I&Color and Goes: M"Architect's whor schedule. -4-�-- . OW Satisfactorily Ike-protection ratings indicate4 based an testing owarding to NFPA 252. 1 ,:: * -,�,"-�,.... - ,, , � . I V Afln ' : �.', 1-�-`-" � -,, - ,.. -. - I I I I I .; I .I. . . qxplied throuighout a temperature range of 40 to W dogress F. , , , - . ,�I -C � _ I s 1 .I �,� I- .� , .1. - Shme A hormove of minkman 25 wA mob as S&nonsolging.nonbImd4 color as � I� . �" I . I 1, , -,, -I � , �- -:� . ,� 0.Submittals: In ocloltion to product data,submit the followkq C.PROJECT CONDITICINS I . : - .1. : - -'. ,,.,,.- - "�.."_' - .. - - � � " . � I 1 I I I. I I � , . I L 9"Finivic Ali golhonized matal visss"be Shop primed with I cod of*4 dud 361C selected,Dyneric manufactured by Tromoo.or equal. 1.2 PRODUCTS . . � , .� '. .., %"Aez I ..1. . I .I - . . 11 . � ," -.- , "-� '-- .�, - , - , *, I '. -, , -z I �, 1, . � 1.Shop dravings Showing location of each Kim dh a I Piano WA slovationk lwg&- A.We*.Conottlem, P Win Work ahly*-.bthV and le-whad mother a.AM- prknar over all Surfaces. i . �.�-'- � I . 1. ...Z - �,,��I :., -.I-I �. ,, �,,I . . I :�, I . - -- -�--,,,." - ' I 1. - 1 � - .. . .-',-:�,--,,"�. -�.,. , - r",",,, � , " I . I �- � � � � �, , , ,Z,:L - . � . , I - � , scale detak ottodwwt devioss.and other components. 14 p-A Work to be Installed In wmell-with-1..b.ar.nia-amiatio.awl when E.JOINT SEALANT BACKINQ A.Manufacturers: Subject to complienca with requinerrvints.provide prodbals bY the follovillof .1 . - L_,,_ � �, I ..� L. - I .. * - jL-`� ----' .,v . 1, - I � :1 ,� . _ 1,-I e - . � - . : I sAmbot.1.comphdaly dl)L 1.3 EXCU[TICN - - ,� �:. �'. .1",�, - . --s�-. . I ' 1.Sted Doom<INSERT MANUFACIURIE)n NAME AND MODEL KAM> I .�, - , . "; �L� 1� I ..,. - ,-----,,,- � . .-� ,-'.. -. r - �t AWI Quality Standard: Cw*y with'kd*ocbxd Woodwork Oudity Standards*of the Archi- 1.2 PRODUCTS AL 1nstdiatim- th"Ywhh manufochavr*s written Instructions and SMACINA's'Architectural Shest Metal 1.Gmer& Provide weeks t boaltirgs of material and which am non-stolning;ans oon,pabble 1. .. � ," ,'�-- �� . : - L . I I I ' : - - � - 11 .,. , . �: ,�� , _ . tectural Woodwork Institute. Manud'allow aVonslon;Set true to line and knal Do Indicated. In"Work with with joint Substrates,seasonts,prinero and other XI Wers;ond-Dpp,..d far apiplioations L . . �,. LL '�'Z- �I .1 IV.4. - : '- -�. �11 1. ' , . - . _ ��-�, , - I ' � . , I I . ;.. . I .I ..., L -� - I- .;, - � ,.- L �� -� - r kNOwled by Sealant manufacturer based an W experience and laboratory testing. B.Prime Fhbtc Manufactuivr's standarx.factmr-appiled cod of rust-Inhibiting Know corroying I . :�. , . I I L %.- 0 , � ' �, _1 _ �L �� . E VIC Qualfty Standard Comply vM'A=A of Wlwwk*of the Woodwork Institute of Collor- A.P Concrete tlas mon0odurar by Plonser Roolng file,I--WILD.#374& I. L - ". L . , ., .1-,� -� I ., !r jDInto6 and mome permanently watertight and math.rproot., - fairtanens ohm pos, with ANSI A25OA0 for acceptance criteria. �: �,I. .1 1: I I I � Isla. & 2.Plastic Foarn Joint-Fillam, Prefamusd,compressible,roollent,nor-wo,dng,non-extruding Strips , I -I , ,. I :. - I 1,- ,11 � ., . I L .�. , ,I - I - ,. '. .1 I &Concrete Tie: Model-,at..."Use units of Shape and-11guratim Indlowl.4.0 of plastic foom of material indicated below.and of a"dxpe and density to control sadont . 1. - I �-' , m` � .1 .� � I 1.Ro&--E*Ficishings: Secure metal flashings at roof edges according to FM Laos Pro, 1.3 EXECUTION . '. , .I-,.-��I� I I . -' .. � , -- � , - .� Q Erntonmental Limitations: Do FM dolhor or Imiloil woodwork wtI building Is enclosed.wet- I.tWd color.and line lrom.e-Imoorlactions. Incluti.specidly dhop.4 calm-matchad dwth am!othe Contribute to promcing optimism I i performance. I � - . '. .� . .. .L I ,I I. � work is completed,and NVAC System Is cparating and will maintain temperature and rolothe unfts as Wicalse ar lowired for scross,nook AdM hlos,vallon,ma other corwildens. vention Data Sheat 1-49 for Specified wind zone. .� .'L, _� , � � L,-1" .1 . . "I 1, - " ,:, L , ' , �:I .. . �, . .I . .,.,-.,� : - I , �I I L.". �L ,�. -- I :. '� 1. . I 11 ` I � % �I I ��,�,-�� I . I tHmnidity at ocapancy kwals&04 the remainder of the construction period. Pro"with foshe"halse K.*IW.t Bow of.mulactum I Either floolk open call polyurethans foom or non-sogging.closed-call polyethylone foarn,uniess A.DiAd doms ocoording to montifactarWs written Instructiorm I .. .. .1-I I- - ,�, .�, � P: .1 I -:,'in L" . , - ,I .11 I I I I - S.EisponsimProvialorm ProMofwffwmdwpmdmofa*osed*mdmotdWo& Space novel of Sealant manufacturer. .. � . "L, ,; . I L �._ , a ._L 7 , _ I I ".. -� I-1 .. . 1.2 PRODUCTS I C.Cdom asm4s.am Pelt- W--f.Ch-.stardand products-indicated.pro" t joint.at mod-of 10 feet with no)*to allowed within 24 inches of owner or In- otherwise Indicated.Subject to qp EL Ad)A*and amnliq I. _: . . ... ". -!�,�_, . .. :- ,��". ".�.�*10 1.- � I -- 1.L L, . - , . I '� - me"tles"match the color torsection. Where lapped or boyanst-tWo aponsion provisions in Work cannot be used or 4.Sancl-Bradow,Tapa Polyethylene tape or other plastic tape as r000rmnanded by soda t . . L I '.--.-..'- �-,L : -, - ,'� , I '. �. - � . - L L I , would rot be Sufficiently weatherproof and waterproof.farm expansion joints of intormeshing . I L 1. - ,,� . . �I I . . ... A.Woodwork lialorkabors,"Jact to costplionce with requirments promde manvfocturor for pr�tlnq bond bethrom sealm I orW)oInt fiflar a other materials at boa(3rd) 1.Prime-Coat Touchup: SwW Smooth rusted or dwnaged mass of prime coat and apply I -, �' L,L I 1.�d I, a �.�--� &L: ,, . 1� 1i *: . Architectural cd*wts as Selected by the Builder. 1.3 DECUTION hooked flarigs¬ I=thm I"desp�fled with mostic Sealant(conceded within)dwto). surface of*t. Provide atf-odheal"tape winere applicable. -dryhg primer. . . 11 :, L,, - �:,' _ :W 'I-&I- � ,:;L� : _ �% -L " . I� 1 2.=t0fR::MtwlIatdy before find Inspection,rannote Protective wrappings L z.. . . .1 .",'L �- i�� ", - 1.3 MWTION A.Examine subobvis lar I - .ft row"mort.Jw Substrates,Installation tolerances.4 C.Soldered Jobta: Clean surfaces to be Soldered,rw,4*.g ols and lorsign matter. Pratin edges F.MISCELLANEOUS MATERIALS: from doom aml twft I - ,L_ -� r It 1.11,�,-I . ." � I� _ .jrZ � :,.'"- ,_ . L I � L, . � . .� -I , ; -, �I - . I 1. ~amoftions enacting parlonnorce a(Sork of this Sadler. Do not ..ft of alwats to be soldoned to a width of 1-1/2 inches.except Share pretinned Surface would ohm I I .1 ,� ... e ,� , -, . - . . .�, - - . I . �, -, ��:,I - i .. I A.Preparation: Condition woodwork to average pninaling hurnklity conditiors in Installation areas, kuddlati.unt!..d.f.t.y-4tana 1xna been.-led. In finished Work. 1.Prknw. Provide type recommended by joint malar mmufocturer Share rewired far adhesion of END OF SECTION I - IN. 1,- . . I I I I -'L ,: and examine and Complete work as required,Including bock priming and nommal of pociting, smant to joint substrates Indicated,as datemnined from premnstructim)DInt molor-Kibstrate . .. 1. r 0� . . CD 1, I i��.- �.I. 1, -L - I . i , I I � before lnirtolin% B,Cle..&.hot.of projo.6-and.behancon dimin-tal to q*U..tic,L C-W.U."or t.Do not adder durninum. and!field tests. L MIJ , . ; I .-. - . I 't,_ :. �, � , �, ", "'- I '. I 1. . other minor volse In siboorate ift~n*d MaW*j mared with nomorradve roollng D.Sadao Joint. Farm nonexpansion,but movable.joints,in metal to accommodate slastamork: Z Owners far N.rq--S.f- P ftm--9d,in%d-loal demor of type wooptab6e to . I ,� L -, �, , � "L .' . EL Instal woodwork to comply with All!Section 1700 for the Some To&q>edfwd abo,e for type - .,,1 - ,7 . Nk . I I : � . . I of woodwork involmd. Sealant to camply with SMACKA wbonshords. Fill joint with Sealant and form metal to completely manufacturer of Sealant and Sealant boddW rmteriato which me not harmful to substrates am SECTION OW2-ill=DOM � -11 11 � , . I .v- . ",�.:. -I,-11 I 1,'L I I . - ! .� L I - - , , I � I I C C.-II-t.le.balletlon with&Wft gotten,onol otl-ad*"Nork to-Pro- w Sealant odocent nonporous materlds. . ,.�- . ; . '�''�'% --. '. L_�.% � - I :: ;L C.Instad woodwork to Comply with WIC Section 28 for the some grade specified above for tpe of ..*-1,4 Do net lestal ro.*.g rnotaride untl ol-t.h.ft and othor penetrations 1.1 GENERAL .��,I,�L I � i ��., . 11, - L .L .._. -, . I W L . �,1�111', a< . -I I- � . I I � J_ '_ -k.k morna. Tin edges to be : `-L .%' ` . . -I � , , , , L , woodwork Involved through r.f Shsbth1hg how been Instalkal and-aamrSly foduned against-L E.S-. Fabricate nonmovirg same In Short mald with Rot 3.Ma**Tape Provide non-ttaininij non-absorbent type compatible with joint Sealants and to .-,�- �I I..I- - � I , ,_.1 I .. L : I Seamed,farm morns.and adder. Surfaces.djo-t to joints. A.Builder,Contractor and Sibcontroctor warrant that they ans personally knowledgeable I IL I . .L I I .C/3 % ,�. - - - . �I . I � � ,. I 0 � 1; 6,e � _, -11 . I �, I 1.Instal woodwork plumb.lev@L true,mid straight with m distortions. Shim as required ;:�& .' I-- . , , I . . D.Comply eft manufacture's Irstolletion instrucBens cm recornmanawbom,but.at Was than JWVS plans and specificatiorm Uniform,&4ding Code requirements. . . , �:,, -,�-.; ,LD X I -, -.-C L . 1. � . with Conceded shims. Instal to a tolerance of 1/8 Inch In 96 indm(3 mrn In 2400 mm) F.Seems, Fabricate noranoving saams In aluminum with flot-lock searm Farm Same and sod 1.3-EXECUTION nor �, I �%, �, , , recormuinciations and k4ustry standards applicable to their work and Vxst 1, .L 0 .I -- - , � . I - Z Scribe am mt woodeork to fit adjoining work and refinish mt Surfaces or repair damaged ' r000mmarAsel by�Ths MCA Stow Roaling Manual-m with spory saam sedor Rlhat)DInto far additional strength. . - .� C) �11 ,: � ,- _ �, I I, ,I - finish at Cuts. A.Rewire Installor to Inspect joints Indicated to receive)*t sealers for compHarce with their work SO be Warned to that highest applicable Standards.Bulder.Controctor and L I L '. -< LA- I I I I,:, . . I ., , 11 I G.Separatknic Swords nancom"tild.metals or owroslw Substrates with a coating of awhaft requiremervitz for joint conflyux�Installation tamanoso and obw condttlons affecting joint Subcontroclor's furither w*Tmt that my commare regarding the requasmant of the plane - I �,,��41 I - I 11 I-�",I _ I E.= �=at sawk kwftlo�ff.In 0�...tv and spedficatlarm end!my imansistan"of cm%cts with Cod%nNowfacturarr or ,- � . ,,, .. I I .1 I I I, I - -longth p .7,:t�u Stesp mostic or other permanent Separation as recommended by manufacturer. _,-., I. < � �F -j . I I ��' �- L ..= . L't ,-,� _ f.� . , --I, ,1. I< - I " . I D.Standing and Runnkj Trim: Install with minkman number of)Dints,using U ism to a.M. .4.fth dk.b Now performance. indusby"Words hm been rmdmd prior to the Worication of the work. I . . I ,� I . '' _ .1 I I the greatest extent poulble. Stogger)Dints In od*wt and related members. FIM gaps,If on)� Roofing M-.d'Unisse ati-swe Mooted,"Ad..inmurn 3-koh I.p bst.--ding .; I . . � . : ,. ,� '. �w, �1. _, � I . L -I �, I � I . I . . 1�,-1,� ,:. �I-,,,, I . . - - .; --1, . I between top of base"ad with plastic wood Nor and word smooth. coross of the DrW nak to dear the tie w tnot the tie hmp from the sell oW IB rot drown K Countedashings: CoordInoto Installation with kurtailction of assemblies to be protected by A.Surface doming of joints: Clean mt Joints Irnmediately before Installing)omt ad-to Comply .1 I ;-,- - ,. -� -.1 'r.I I �_ I ,1, -,�1. : I up. counteriloshing. Install counterflushIngs In reglots or r-ham Secure In a wworproof momor with racumnendations of)int molar manufacturers and the fallowing requirements: &Submittals:(Not applicable) . . - I - . L� , -,,',Q1.A- -' -' " ,,, 1, - L ,�--- - . I -= - � L '-"10 L�' �- � - : , , , ,. L Tape Anchor securely to base taft Sod between bodmomh and wall. by mems of snap-In Installation am seakant lead wed and aoalmL interlockkj folded I L . .". . - I . _-L L ,.L,- - . ges - . _ � . . ,_ - �, , . . . , :- e, I I . I � , '-L 1, � -1.,., .: . F.Instal with color Maid approved by Ard.twt Install motaft*@My atiopes unift at soon or bAnd rhots and Sealant. Lap counterilaviiing jmt3 a minimurn of 2 Inches oncl bad S.Remove oil fareign material from)*t Substrates which could Interfere oft odhosion of joint 1.2 PRODUCTS I . . .. I ,,, 4 .o L � I I �--. .-I-1, - . , I Ir - - ,��. , . , ': maw eAgm and Nil. With Sealant . - . . ..7 1 �L ,f,I I . - - L -, I � F.Pmdhg: Andhor paneling to Supporting Substrate with comeoled ponsi-lionger dips and by sealar.Including dust points,except for pormonent protecOn coat"tested am approved far � :� I � ., - . L �:�Ir,Xn I, I I �-,-___ . , I I " � -I :, , -. .1 � . .I i-�, I I- - ..I bAnd Ruling an bodwp strtm splined-comection strtm,am!similar comdated trim and framing Sealant adhoolon and compatibility by Sealant mmuloctuw,at Team watarproallrN;l; water A.Mawfocturenc =complionce with requirements.WvAde products . ,- 4 :1 w ., -, - -,-'LU , I - , . - � I 'L '.r � , - "L L��"' ,�,.,W < 1.-:_ I --..�,?a � - . � �- . If-M I.- - - � I � - CL 0A am fit tax at aslele to farm a stinDot border. L Equipment Support nod*q Coordnats,Installation with roofing ond 4**nwrt Installation. repellents;water.surface dirt and frost. Do selected by �, :� '.I L: I - L . 1. 1. . I ,, . - - ;:- L I G.Stdrwork and Rok Cut corrioges to occurately fit troodis and rhaws;and Sammy an&"to Weld or Sod flash"to equipment Support member I` �, � . � L: � ,jamem :E L AM � �I.. .. . I-,,.- .,r , � .I. - I Supporting Substrates. Gkue treads to risers,and glue and Screw treads and risers to carnoges. K CA DW fit tie at roof-t.and othie noof peneirou- C.Olson concrete,mawomy,uagazml surfaces of ceramic tie and Similar porous)*t Substrate . .I I I - . � j= .:rL I . I�,,I I I I -Z I I � I I Glue and wedge treads and rivers to housed stringers. Glue and dowel or pin balusters to I Roof-Penstration Fkmhkq Coordinate Installation with roofng old Installation of items pono- surfoces..by brushing,grinding,West daming.machanical abro*4 add washing or a fk Product, . L- . . I. � .-1� I�. . . "�.� .; - -1."I. L - , .11, L:�5... . L 11 .. - I , := ,. I-,.,� �;��,�-, , -L I beads and rulings,and railings to no"posts a required par manufacturer printed installation L Inebulation of Accammew Instal roof occewarloo In Coordination with me"US ImAdatim trating real. I combination of these methods to produce a dean,soum"Strata capable of deve4ing - � - I ,I C) I , , , � I I , , .. . Instructions. ond IS xtict . 1.Exterior DDm;:a"care Do selected by the&Ader. -- � �,. ."", , -. -� -'-,:,:,�Z . I - -1 . . .ft kaueete,inab-tions,ens ap.dw ramh-tL optimum bond with Ohl Sodom Raman loans particles rwnahN from abo,v doming � LL- . - I� - - --' ,� :� . 2.Interior Doors: hallow core a selected by the Builder. .. .� 11 Uj - I 11 �1' 7 ' ; I ..1� L - END OF SECTION I operations by vocumilng or blowing mt)*is with olt-fros carnpressed cir. 11 I 1. ,. I , L _j ',L .I-,.< . , L 'L- .1 : I J.FWOft Instal metal loshing.Indoeted.4 In ovoordoms.1th.-fectunis wrfttan 3.Exterior Frwxh Gave: 1 3/4"thick as selected by the Bulder. -1 - I I. .�I � -I -'� eit .1 1,-,,. �. - . - t.D I 'L_� , �. END OF SIECTION *.VWU- I 0.Remove loitance and form release agents from concrete. 4.Geroge Dow to residence: 1 3/r saild cors with sell Comm, .1 � I I . I I * ,'. &Wardrobe Dome: as selected b the Guider. . %. I I . .;I �'..- �I '< �'�M 2 '�.I , �, _ I . . . I I I , . IL ,� I y I .".I -- �b I C-') -- �-,, I .�-1= -� - ' ., - , , .I I I -JOINT SEALERS � Glazing In wardrobe do=sholl L 1. .1..�,I � L" . . '-,. , , ,� I END OF SECTION SECTION 079DD L Clean metal,glass,Wcaloin marnd.glazed Surfaces of coroak tie and other non-porms most On requirements ,� : - I L = ,: I 11. , - I . ,� . ruirfaces by onamical domers ar other moons which are not harmful to sulostratee or have tar Safety oa*q Do set forth in LW Ch-24 sod 2405.5 1 L L - ., . �,, LU - .__ .1 .. I L ,�o � I L I I L � SlEG110N 07210-BUILDING INSULATION 1.1 GENERAL I residue a inter"with odhe"of joint Sodom I- . " . , _, j C) � .1, ,I I �� I I .I -1 I . � = ", �M LL- , ,. C.Glazlin In all Ingram oW g doors,fixed mid ofidling � .. . I , I I 1.1 GENERAL SECTION 0762D-94EET METAL n"ING AND TRIM A.&Ader,Contractor and Subconfircear warrant that they me parsmay knowledge" F.INSTALLATION OF JOINT WAM, panels of silding door assemblies and panels In wing doom" � CD 'at � -r�, ,L,,1 L ..I I� - � ,_ = : " �, � . .. I I �� , - - � . :I A.Illidder,Controctor and Subcontractor*want bud they me pavandly 1,nowledgeable regarding the plans and spadficadm%Uniform Duliding Czde requirements, meet the requirements for safety giazing 99 forth in UBC C14-24. 1. �,� I,�,L I = � �L-,. 41:r . � ",I,,, 1� I � I� i I . r"ording the plane and Specifications,Unfliorm Building Code requirements, 1.1 GENERAL . .� , I � 1=1 C....) -"I. - , I - I I . .L - . . . momfocturer recornmandatioms and Indus"Standards applicable to their work and that A.Gmerd- CamiDly with)aint wow rmnufoctunv�s printed Installation Instruction Icable to �. I .- I , " :,� .-�,- . '�. I' rmufocturar recorruneW*Uons and kWu&y Standards applicable to their work and that their work will be performed to the highest applicable standards.Builder,Contractor and t requirements;iov 0.Factory IN doom to sult fronw-opwing 3tm indicated. Comply with clearame requirements of .�,, -�� -� �? f" ;.�� EL Camwttv,:W applications Indicated.except*ere more stringen I I .1 -., - I I . at . - ' fo _ .� , � ,'- I � , �� L their work all be performed to the highest applicable standards.Builder,Contractor and A.Builder.Contractor and Subcontractor warront that they are personally knowledgeable Subcontroctor's irther warrant that my concenre regarding the rawirarnmt of the plon, Ono of Sealant Bockings: Install sedont backing to cm0y wft the following reforshowl quality Slumlord far fitting. Comply with requirermte of NFPA 90 for firo-rated � -, � 1 . � I' C) -L .' : -�:�' �� - I . � - 11�, - �L'- I "� , - . � Subcontractor's further warrant that any Concerns regarding the requirement of the Plans regarding the plons and Specifications,Uniform Sulding Code requirements L . I . - ..� cn -j L' --rm . - '- ,- I . .1 .. - . - and specificatiorm.and my Inconsistency of conflicts with Code,manufacturer or I rsqulrernont� doom L"i .� .- - W - -L , - " : 1� . -and Specifications,and my Inconsistency of con" manufacturer recornmarKlabons and industry standards cokable to their work and that industry standards bona,been removed prior to the fabrication of the work. C.Installation of Sodlontr Instali seallonts by prom technici that results in sealants directly I - �, .:,I,' ' I, f ': F - with Code,manufacturer or ,..'> L', ,�.'C�" L'I � � :� .L. . , bulustry standards hcme bear resolved prior to the fabrication of the work their work all be performed to the highest applicable standords.fluilder,Contractor aWl contoding and fully setting joint Substrates,compluttaly filling recames pr-kled for each joint E.Factory mochm doom for hardware that Is mt sudoce applied. Ir . L.L. .� ,"i' ,_j LU L I -��:-,= I= , L,'" -, - I .I ��,�� , , , I .14. -,. . . I Subcontractor's lurther warrant that my concerns regarding the requirement of the plans EL DELIVERY,STORAGE,AND HANDLING, Configuration and Provicling uniform,crow-sectional shopes and depths relathis to)dht widthe � -' '.!� � �Ic �� . L �" 10 LL'." "-' '- I Subn*tdv (Not Applicable) and specificatims,and my inconsistency of conflicts with Code,manufacturer or � ' � ,, -S2 , ' L , '� , - - - r which dim optimum Sealant movement capability- F.Shop prime oposed portiere of doors for point finish with ons cod of wood .-:* L 1A..1.- . , 1� , I � "L"": 11 Industry standards hcne been read�vd prior to the fabrication of the work. 0.Tooling of Nonsag Sealants: Immediately after Sealant appRoatim om!prior to time.1thining or Dhoiskon 9 Section'P&tlng,' primer IIPKUW in ,'. �' - L . . 1,Uj n I - ,� L�"I'�L I , , � I I A.Daliver materials to Pro)wt aft In original mopened contolners or hades aft labols - I ,% -L 1. .,=I,;;Z , 41 L I I I I . � � I . L � C Flne-Test-Response Characteristics, ProMe Insulation and related materials with the fire-tast- Informing about manufochwar.product name and designation.color.exiDination period for use,pot wring beqns,tod sealants to form Smooth.uniform beads of Configuration indicated,to alimmate r Shop Sod faces mW odges of 4-far trivalsorent finish with stain(If rvq*4 � . .� 1.I I - � � I �_.,- . - . .1 L, I �--- , �,L � � ' ' Ittals:(Not Wolcoble) Ik curing tirm,cod mb*q Instructions for multimnponart materials. air pod,ets and to ensure contact and adhesion of Sealant with skles of joint Rarnme pretreatmonloL and W mot of Anosh Do Wocified m Division 9 Swtim'Pointing. � - � I I .I ,, , ,,- : , ,�, I . dwactorlatics Indicated as determined by testing Identical products per ASTM E 84, EL Subm .Ott-rewired _ ..'. - �'-�� t.�"' ..1� - ,,, - , ,, . ,�, 1 - � -, -1 I -- � � -i,I'll [-.I L I I - I L . I I I L=7119,a ASTM E 136 by UL or another tasting and inspecting agency acceptable to ndmte from surfaces od*wt to)*L Do mt use tooling agents which discolor smantow"M - � --a- � 'L,":`�I I - . 1,11 I I 1. outhwiti6se having Prisdiction. Identify matwilds with approloriate markings of applicable testing 1.2 PRODUCTS B.Store and ban& materials in compliance with man,docturari wfttm Instructions to pinnent odjacwt surfaces or we mt approved by Sealant manufacturer. 1.3 D(ECUTION . 412001 VALLUVA WMALHALCH ARCHnCTS. 94C. _ L�� � � ': �'-P I WA inspecting agency their deterioration or damage dius to moisture,high a low tomperatures,contambants.or other I _ .I �, S -- RBC 11 . -I A.Provide sheet meld lashing and trim for the fofiv� COUS48. L A.Protect joint makers"end after cur"pwkW from Contact with Contaminating st.bstmose or A.Install wood doom to comply with manufacturses written instructlam.referenced Wally,r,.P E R M I T# � ,-TB----nr,=r-'--PROPERT-Y Ms 9 :,", I I'I,.'. 1.2 PRODUCTS . L from domage rem"from construction operations or other causes so that they are without det- -----Vr71R!3rrM11-THCSE PLANS AMONTOHTMTO CED. , I -1 L �,,: , L ' �L. arlonabon or damage at time of Substantial complatim. If.despilto Such protection.damage or MANNER BE REPRODU �I ,� � OEVER. -) . ,L A.General: Provide Insulating materials that cornply with requirements by the Tits 24 Cormiltont's 1.Through-ft Flashing C-PROJECT CONDITION& 1.Instal firo-roW doom In Corresponding fire-rated fromes occording to WPA 80. THIS NUMBER ACCjrnf��IN ANYHORMOR WhATS NOR I -L, 1!-r�I L, - I ,,�w U . I�L I .. 2.Ragl-to � deterioration occuirs,cut out and remove damaged or deteriorated joint eaders Irnmediately and . ASSIGNED TO A TFM PARTY Wn1XlUT FPST WINNING L . � .. I . I calculations and with referenced standards. 3.Roof FlaMing A.En*owmtd Cadtions: go PA .with Installation of W smers undor the following tend)*t3 with mrs materials to produce joint molar Installed"with repoined arms B.Foctory-FItted Dconc Align in frames for uniform clearance at each edge. I �ALL INSFIECTIONA�,R gp "KLH I , ,ig 1:" Tr - -, , I I . I L. _2M? E=oF wxuAm HErw = :, , %L 4.Door and Window Floshkiii L. indistingiihilusbi from original work. 1. T, L .,I -IN UNAUTHORIZED REUSE OF . -, " 11 I �.LL.I . 1.preformed Llnft Sizes to At applications Indicated;selected from mmufacturWs standard carationux L . . 11 � L ',-'IIIESE RAM BY A THM PAITTY.TW T1,01M PARTY MALL WLD Ir- L i, I &Through th.ad boom and outlookar PM*tiO.L . � . .. .., -, . L - �� INLUM HEZIMILIALCH AHCHITECM INC]NARMI-ESS � - . . �.I- ,, , ,�- .. I thicknesses,widths,and lengths. 8 Clean off excess sewants a Sealant amears adjacent to jointo as work programme by methods END OF SECTION L . � I L - � . �,- : " .,L - � . . " . . 5.Ponetrations through horizontal surfaces 1.Vkm wribiont and Substrate temperature conditions,we outolde the limits par"Vitted by I "'L. .-,'.,,L- -�.1 _L��, �. I . , L �1 ve NOT SCALE Fq-ANS , �� 11� � ,,� 1. �.- I � .. 5.Changes of surface&. and with doming materials appromd by manufacturers at joint smiers and of products In which - -.-�_L_, 11 I L t J*tx occur. . �, . �.: - _ _ I " , I��:I 1. � _��,L,-L� _ !I LLJ -1 I �� -.1, - , , ' .�, 1.I -,,��. � - � I , . amblent and sAstrato temperature conditions ara outside ft limb permitted by I - . I I L - - , , � � � I r-I B.PirwAds R-dues as Indicated!In the Title 24 calculations. 8.Gaivanized Stew Sheet: ASTM A 526,G 90,cornmorclal quality,or ASTM A 527,G 90,Ia&- 2.r.t NOW me'ut"t'ram-it an 1--truction" . . -',�-L'- .1.-. . ,�� �, " ' REVISIONS I - I , ,�L , - . I C maker manufacturer or below 40 dog F(4.4 dog C). JOINT SEALER SCIIEDULE. I . ' � " � ,�,I.. I� 4::C L .L-1 L . ;"L ' _ � �� I ' � . � , . - 1.3 E)MTION forming quality,hot-dip gahounizad.mlh phasphatized Share ladkoted for painting;not laws thm joint Substrates on vat due Ia rain,Iract.Condensation.a other causes. I 1.1, . : .1, 'LL _", "�",-,,�.�,+-._ _.�:L.' .'.�. we , �,� . I k " . I 1'� i I _ Z L 0.0%Inch thick.unless otherwise Indicated. .1, I�:,Pr"',,� --�, � ' NO. DATE DESIGFUPTION , M . , c I :q0or"T" - , - , 1, � L AL Installation.Gww&. =Insulation manufacturer's written Instructions applicable to B.Joint Wkfth Conditions: Do not proosed with installation of W soolars *we )dnt wkft we 1.) Type 1: . FA-1j,,,,�,, �-1 S�;A.�,7. L . - I. :--.:, � I � L I- . .1 ,;,,,;.As"'..',�- , I I I I I I --, �-I"L, I I. products and application Q Roosts: Profile indicated;0.0187-Inch-thick stainless Steel. ion than allowed by pink maw mmufacturar for application Indicated, ,.) Glass to.metal. L) Typo M. - I ey -- -1 - -., "Esolvc.:1���. I- 1, I . ---I;"- -�I I I L �- I I I., Type III. Masonry to masonry. . '�' Th';, ------ , L . t . ., I . , "a,.�_-� I . ..1 � -� 1.Instal knoulation that Is undamaged,dry�wooled,and has not bow oposed at any time 7.) Type III: I ,�.,. � , jj L' ._ _� , I I ,�L'to :,L ��, D.Miscallomwa Materials and Accessories a follow C Joint Substrate Conaftlong, Do not proceed with Installation of=soake mfl cmta*mts Metal to metal. I -pplicobi ,hR"be�n,,�,- !,� - 'L , �- hereby ,x ,,,7,-,,,-PA .. ..I . I I � I , : , appr .0"S.. '"`C&L Aurt,.,PcI to th�- 1. I I 1,I I I � I�I t'�, I of Intor"with their adhesion am rwno%vd from)Dint Is, OL Vr� Cod I'd ,� - . . to ice and!- 3.) Typo 1: Masonry to motal. I I � anfed t .1e----' -,"-dha,. -- � . � �,Z Extend Insulation In thickness indicated to av"entire mea to be iniaActed. Cut and fit 1.Soldw. ASTV 8 3Z 0irods Sn5O. Gypsum board to Man board &) Two I. - 1. - O�alby I �I.; -r--71%-I �� I L "'�,:L ' -, tightly around obstructions and IN voids with Insulation. Ramona,pro)ectims bid Interfere I I- - 4.) Too 1: Wood to wood. . I � . I - L � I I �� .: . ,all abp4cabl, I 1,�V, irv- "zar I- I _I . I Z Fastenmers: Noccarrosin metal. Match finish of hoods with matarld boing fas- 1.2-PRODUCTS , - . . - the - I a 04"aj�.cj�.�.Parma 'o'- .. .. . . I I L I ,�� I � I .I with 0ocament. toned. I L!:... I! Gypsum board to dissimilar material. .- L - . apio "$UftnCe L� . Pe d , "� . 1) Type 1: .'.1. I . � .". � ro�aj,a g,A,j' L" _�,, L��;- '�",' .. I I . ." .1 '.,,,, �,LLJ ,��L I I p. . &Apply single layer of ImsAotion to produce thickness indicated.unless multiple loyars ons . ,� .1 �: . I-,I -P� I theof) ",q""'-1' "I I"L�� I � I I . , -,��, i I L .1 Asphalt Mostic; SSPC-PoInt 1Z asbeetas free,sohent type. &) Type It: Wood to masonry I . . . ..�''.�'L -,M,t or� ��a-Of' � io! . I - C-DI - � . I "!-,�-"�,-a,P I � �: .:-, � . 11 k 1-1 I otherwise ohm or mWirod to make up total thickness Horizontal joints in fkaws and poving. I . - . I -, I '-,r*.E. -- I I A.Manufacturers: Sulbect to cornplIonce with requirements.manufacturers Providing products vinich IOL) Type L . -. - . ,,Codo, 6 pp,, I--� QIJ,mij b . . - . , � . ��-,. �I - . .I . . 4.Roofing Cement ASIM D 45M I)"L asbestos froe.asphalt based. I may be Incorporated to%a project incluft but we mt limited ta . . _L . .. . I I I , �,.'�._-Lo,,,4�,,'r.o,,;,na"e A;, "," .c .Cq, ased. I . I - � I I . -. .. - . , � I - -1-I -�Co-�r,'�,p,';� "7,� -� ,j,g;-1 ,- L I I I:,, ': 1,: �" I 1 5.Mastic Smkmt,- lodyleabutylve;nonhardming,nonsidming,nw&ft nonmigrating . I llp -I I to" I I I 1. L -wow to metal. I' ,, - , - __..,' L-rd,,�p, ",�,Cr-�"".',:L��;-. 'Irk- , 1, I . I 11 I . L. -.1 � . I I ,. 0, -�01;c�w-1 ---- I I �- : .� . I I I W OF SECTION � -1� - . � . I , , - .L L .t,, , . -1.11, " 49r� , L I-, ' I sodant. - I-� �L - -',�'SL T I -,F., , ,10,,,.�W�- � I . I L I " � �- L 11 I I. I 1, L -J*A Soclonta.- 1.I== .�- . �7,; . . - I 1.11 . . - I -, I . . I -- I ,1. 1� � I�:!- , v.j;d !.�, d.*, Z" , - . . . I .. , ..�L '�,� I . Elostormwt Sealant: As Wedfled In Dhislon 7 Socft - L END OF SECTION - I- � - - � , �k- . ,, -1 �- - I I CL L - .I. I .1 ... . - . " - .".''. -L .��w " L , . I Ill. . -. " . . . .r' 1. � 1. _ ; .. ,-2" .:'- , � � ,' L �", ; - - ". "" - VX;rai�, I I I L ,1... L , � I . . I ' , _ . . , _ . . � , . .. : � . . I . I I.. -. , .1 . � �,, ,, .L', ,_I I ,-.-,:,.,-t-x� ,---,� L - I .1 1. I � I �"r . ' , , -part noncorrool aluminum seam-canwoting compound. - I i - I I . '� " --' ' -, I � . . I� � ,��_ ��,i_ �� , L ... , �, , I �,., I , .Epoxy Soom Sodw. 2 1 Trance. 1 �I i I I .� I , I . . . . �1! : 7 ' ! - . ; �,L_ _. ` _ , . 1. - L ,�-. ' ,, ,* , * � - - - - - I .I ., . . � ,I I . % I I L . _. . , . � .' .: ' : ' "' _ m- ,,,� �:,4 1. -� 1 . -.I I &AduesNes: Type rocornmanded far waterproof and wootiter-raskidant mominig and ad- . I I 11 . - .1 I �L r, I . -1 I 1.I . .I - - �.- L : ., , I�1, 11 . �t"L, -. --� -!�,,.,L ,'�L--- I I "L 1Z - ",- .1 L,%: 1. � . . .I .- I . . . .1. . I,. -- I ,�, .-, - - ." -. � �'.L,�', -J,,� , , -a,;' I - L�- - - .. I hashm L I I ., . � . . I I � _��L�L� ,�, - .� I . - C . � .1� , ' ' ��: � L I . .._L . I . .. %., 1: -,� ,�.1 % :, - , - ,� � � "-'. -.'�.'..,�� , . I - I . . . , - L. t ` � �'���, "�,�,"'L,,��',""" .LT � , I�" ,-. I I I 1 9.CUP%StroM Anchoirling Dookes,wA Similar Accomorist Compatible.0 material B.Compatibility: ProsIds jort swalors,)*t fillars and other related awtvids that we compatible � � I . . ., � _ . , � �.�;,-.. �-L--,;,: ,:---'.I', -1. L'. I� -J��_�_.100- I -� � . L - . I . . ,_ . . � ., -,e I . . I -11 .P _� � , . . I .� . L I . 11.1,_ �'-� �'� , � .. A .- . .�1. , . 1. _: . _ . -1 I � _L - ,;� ,,=,,�,9,-Aaw MANAGER: � DA I � I L, - , -�L .1.- ,; � � X I I I .1 .I 1. . . _ _ � I :1W ,� I IL I- I .1 I . L I being installed. I I I with am onother and with joint Substrates under owNiUms of ur*o and application,Do , .i I 11 I... .. '�-.:,.: . I a . . I . � . . � . .1 , L . ' �' ' ,� '' L. �. . L I I . I ,I ,L, 11 . . L I .. I . . .. - , . �j .. , � . - L I . , I , .�;. ,'_"'' ,_ '_,�".�P,-.. _'_ ", * '" - "' � L -r� - . . . . .. . . I �� . I , _ . _I _f. � 1-1 I I t , - . .. ., � . I L I L. ., _ '. � ,:��'. ;,:�;,,L L I . . . L I,- ,�*-4 L��� * ��', I:,�,.-,� 'L , , � I I Z dwnm*"by testing andl flold experience. � . � I- -_ .. " . �- I - 1. - � .- 1. . .. . - .- - r L'L ,- . : �-, __. - _:,.,� ,�,. ,�,�,., _ , ; 11 - 1��, L . . I . . -1. ' , � , - � , I . . - . . , I ., . . , r . � , . . L.�"' . ,��L�, - .1 .- 1 11, I ,- �,, -�, --' , . I I . � ! . L - .-1.. . L I , - -%,Ii�,� ILW. - ' . I -. . ... . � - .1 -.. L' I I .. " L;, ...,��-.`� -14`�'�� -;-,-,-;;�"- I L . -- L' I - -.'..,;� � . I I I I� . � . I ., L . , - 1�.. ., .. Z '��- ;, .:., �. - -..'- , " -, `-. . - L . �L � �"""� I -- .��� ,,-A" ,_MEMNER .- 4 .1 � � . " � ,I I� 1" . I , . - I�L I . I � I L . P-Colonic hasift adwe of esposial PM sellers to amid adjacent W*w : - .. I- . , , L I -�I . .,- �, ,� . � " . . -.1- 11_ ,�� ,.�, , I � L 0.111. ,-� . .-. , -1 e� , "I- L�% .--, . I---, ,�.,,,-.��"- 4��-�-��--�,,, .. .� -, I .1 . I . � " I I I I . I I � . L . . I L .1 1. . - . �. .1,I .- -. , ' - ' ,L '� ' ' , � ' , , . ., - -: - . , I r . .1 - t . -, � .. . ., . .. I , _: .� L - _,� ,. � .L ' '.' - - � - 7wm BY: I � - . � � - , - . -,-�C',�, , - 1� - L �I . - � .-. L . : , ,. �� I I I L � ,. v, �. � - . I I � 7- -, ,� L. --.1 I '.�.... .. .-, .7 .- . , . L ",;�.-: -, � - - - ' � . .L - :. L L...-11 - 1;. 1.�`.,L,�� - _,_� "-,'Z,�,Z ;�- " - �,s;,-, ,�, 11 � . , ,K 11 -, I �1, � I 1. r .1 � - - I . . , ..�:,�� - . I I - .. - 11�11- ". r.,- � . �� ,. . � L ,j�I . �` _,,�''-'��"."�L , _-, :,.� L . : -- - - I - , . , � _ -,�', �' . � , � . I. ' �I—. L _L -'�",�V'-��',��- ���"�'� , , , I � I .. I , . � , -- �, - . .L �.. . L .. . . - . -� I ,�;,. - L ,'�.. , . - -�',"L L I I � , �;4g;Z i - -,I- . I I I I �. - - � I. " L . '��'��-�' L . -,, 11 , - � - . , : - . . - L Cn L . .11 11 . " I : - , I 1.�.-,I :! - .- .. . , -� ,� . .- - L' --' I . -.1. _ 11-�_. ' . I ..� - .L 1. -�4 . . - _�__,�LL ,_ _,__ , !-�;� I'-;-_ ,� _� . � , -;Ax -- I I , ' � I . I I L . L I ." �, � , -1. .. � L - , --. -. ., - �. I . -1. , -,"'L"�, -1-",5 "'14,"-�,-,�,_ L'� : , : ., 7 � , � , , � - . 'L" � I I I I ..I ...,: , .. .",. '. --"- ��.�"5'�' L � I I I I - �-�. L . � I -- , ,�' �-" -1 ;-��-. --, - L I � I I I',-% I..I I � _ , - `� --- . , .,- I . ' - � � : I-. ' . .� . .1 . -.�L., � � ,: , ':�' ,.'L, ,.� ..1 �, : . I I . I I . L' . � 1 -, - '.L",.. ' �,1,: � -, ,, , , � n i L- - - . . �. .. , _ , t _ "I I- � - , *.-., �� . , � - ��,��.�.;_�% .�� ,;, ,.�. ,- ',.!� , . .L.I . .� -.r . � , , - _ - ' . ,,� 7- -1. I " - - ' I 1, - I .� I I . _ , , ,. _ . � -- - , - . - I - .1 ,� I - '' � - � . . -.�. I, - 1_ �' ��,- , 1,"�., -- �, ,�X,�--,L�,,.'--4ST%A�MT.SLIJIMM:� - - . .. I . . .1 I -1 I ,I - I. I �;..1 , ,,.,1,. -'1,��,,' - L- I . � . . . Z. ` I.. I , ". .�,-_:: _, ." '.'; ...- ., - �-, , �,- I - -Z . - "" �: �L L - 7�� , ,�1. 1. -.1 � ���, ;� ,� a�, , . .�V" _ - �W". - I 11, I "L .1. - ,�-, - - , -','�,�;'�,Y��'.�,��:�;'," . I . 11 11 " ,� . .1. . I I � .. � �, I . '."' . ,L L , ., � . . -, .1 .. ,: - ; �, � ,L -- I .: - . _� , I I I,- I L , "'L L . 11 " .�,�. .-..- ; L 1; ,". - : �� . . 4,4: �'.:�. - ._, - . : . I - - . � --� �1" . . ,�� �, I., �� . ,;�,",",� ...... -j , , .. L . . . -� , ,�,��� ., , 11-1!�- ' ' - , , � 'L, 1,� � - . -_--,�"L ' ",'L, -- . ,_,___ '.�'_AZL r�,,,�X-.,,--,��-4WIED . - � I I , I -1 , . - . - .,. � -_- ' - . .. . I-- . � . - I 11 - , ' �� � ; " - �,- - "I ' I I I I I . : , - .. - .- e.� . ... -."I .. , 'I- . , "" � . Z' -' '::'.: ,�t��--,:.;' � '4't'e".�- .-�,- " ,� ,'. - -I� . �" e.,,,_,� -'�",", . .._�- '-�4-. -' .- - --' , . . � - - - : - . I I - �. . .- - - 'L ' - ' "' - .� � . _ ___ , _ _ 1. ".... _ , , , . , , - -11 . '. . - 'L ": ��7 � - , . .�� .L'_ I � _;�L , - . I?'. , L 11 - - , � . I I I 1� I - v I I . � . . - . , . I - . ,� . , :, -�, I . - �� L , �, ., _1 I , I -� � , , -I%,- . '.L . - - , `�,- ": , -kr'!,4- ,- - , '. " -. - . ,��;" '.,"��L_,-:,a� :- -,r,� - n,' - ,-� .'�.�,-�-_-.'�,-, I -, ��, . . ,'�'L- 11 ,. �.- � I -��--- -2�`-I-- _ - �..I 1. : . I ,,, ' ' �' '. ." , -:.- . . - , . �, , .. -� - ' . , '- � - �. , , � FOR CONSTRUCU: ,. ,'��i- '- 11.- I I .. . . , . ,� .. " ',' ""';',' ��', . � .1 - . � _ , .1 _ " I .�-L . -I I I - � -:.. t- ' L , . I ..-.� -7�'�'�, I- , -.I�.--��-,� ,-.- � . . , - . � � . , - �. . �:�-, -, , � 11 , 11 .- . I .,L �,-� . .. I �Z _ I'., � � - �,--'. --- , ,-" M.� L, . �L. � I _ - �� , , - " . . . - , _ , � _ � , _ . -I -, ---�,�'-';..- ".,,,� � --*;-,u L I 7 . ;. � L' � - . I , � I- :, . I -, -- , .I -L, L �', � , - 1. - - L . I L - -�,'-,- �_,,`cl - '. -- . �'� i I - I `L - L, . I I '. I . . L � - - -" I - .,� � -.;- -- -: �%��r-, -I- --",�: - , � I - -- - �-: -- � � - �' '- - - ,�',�L 3, 1--'X1--, , I �, , ;, . I - , , )"', .-I --- - . . 1 I .-�' -�� - , - ' - ' - - , . 1. � -1. .. .. - - -� KWM- I W1,11110, . . :�.%'..�- -'s, . ,f, -',,�.., .."... . -� . _ --, _ - -, '_L';;,��' _" ' - -1-� I--� ; . ::- 1. 1: . ; �, � - � ..; � - I - - � -1 .I - -0� : , -' :-- - � ,, - -L , -- -1 I - I - I . . --, -.�: �,, , ,. ;,,�-, ,: -� � � -,:-�:�'.'-,�'��-""':;.-. '-:�` -1-,"�'�."�L�� .�': - __ � _ �L "L `;' .'' : ' ,, ! 'I - ,-::, - � ., ,�:.1�. 'A 11. �. I�:! :,, - I , � L .. - .. . , ,�,.,; �r _ ,. . ,I .1 � ,7 ,� � I I ,-L-7 1 - ., . ;��, , , . L , - -�. .", " , �' , - _ _ _ _ - . , - -0 , I . I I L .1 . . .. � ..I I 1.. .1� �� '�,':'L '_ _ I "� .. _.�L .1.. ..�, � I - - . .�, -:��:%!:L 1 -- � I .; �,,-.:� - ''-�-, I "', I-I_- �.1 . L ..I� ..�-,�Iw-,, - ---.,..*, - - . I � . .. . . , , .- ', -- :-' - -,,, . . , 'L, 1 , L # . , �� . I w . -:Z -. � I " L I : �. -1, �r;.�� , � .,,_ �,�;, ._ , .L!�,_,._ I � L _ ' , - �.:� �" 14 I ." _ __ _ . - I ,� _ � . , I . I I . I� - I. I - I �- � "',-. � I � - , :�,- , .1 I , --"" ��-� .. � � 1- 1 ::': I ' ., - . , . . . - . 1 . - � � - -, -�' �L. -;�v A',-�''1,!-,�t',.,��-�,i,�: , I I I 1. � ,;, -�I L , � �L' ,. . I I ,�, . L , I � - . . .w b. % _.1 _ - . .'�, L ' � . . -11 L . . . . . -�!. - - ;-, � -L , .: ,.C-,-",., .. . .-1.. -�* -.',. ..-� I -1 - ... I L. L _-`: 1� :':�'L �.'H,�; ', L "' , "� 4,,,��tV FU WN: ,- � ILA= 1, � ., L- I � --- ': � . ;1 .- , - .. �- I � �.. "�4.., ;,�'�� L �,-, t I � - , I , - - , ,,, ; - - . - -- �:,L, I . .,. - ."L �'�,.L,' " � - , 21111101IGN2_0111111i I - I - - - - - , - E�� , .or -1 , � � ,'' . I I � . - - . , I ...I . - - - -. --- . I ,�_ , , . : _� :.- . ,� . , -, , _-�'�r��, 'i.4" .�- , . , i � I , _ . I I I pl I .1��'-, .1 � . I -1� � � � . � -�'L � , :,* .--- : 7��. , Z:1 �<, L .1 - I .. . ,�. �. 1.- . - .�-7�- I -"1. . . -1 -. �. I .1 . � � - � '., 1. ,�r- " : �', W,_%.�., , �'�,�-. _' :-,_.' "�L ��.,�e,.,,.�V,�-,". , _ � . . , . , . -. I ,�- ,I, �-..,. 'L : -- . _ I� - % - . L , ", - IF,�.�Is, -- 1-1- , �, I � �L'' ` - . �'.'�" L . .1 - , , I I .- .1 'L -1. I .I .- - , C -,,, - , - ., _r - -I , % -. . _ . � 1, , I . � L .. .1 .. - .�!��,��. I I I - I- I . -: I--L . � ". _ , ,�Z, -1 . .. %F60 - - .. . . I I I � I . . � �� L , - . . . _ .. . .. - . _.� I 11. '- - --, . L . - - L -;-.. ',Z 1". -. . �,.L- .1, - - I I . I,,. .-, - 11 , - ,� I , :1 1�-1 � 1,�.",�;�. . ;� - .-,'- -L I - I- . ,A,�, .11�*:--- - �' __ , _ ,t,� L ',e"",," `L� -I 11� - - : I . .- .- , ' a �. �:-;,. ,7,-. ' ", , L .� ., - . � ' L -�" -T't, ,-n� - - _ L " , , , - , , .. - I - -��': '-%!� -.'�� L'�'j ;� I '' , .� '. 1. -. , L - - - I I . -, I I I - - - . - _ _ :-, , * � -�, , , �� - 1-11, %,., _;' '�L *�"' ',--,��`-.'--.�.......�......�._�- I - I I -- : I: I -��. I., -1 - L -- .,-- - ,,, 1 ,,r _, _, , - . �I , � -1 11 - : �,*,�- 111%.� , �L 4'�-., . , , I '. ,!.� � - .'. I :- -, --::�1`-I: -, ��J,��- �, ,, , _ � ,-��,,-, _ � 1. L I I I p 'L - ? I -"-�, � I .�,., �".. . . -�.. , - . - 1,- - . - � ,_� -- ' . ,,, . I :-! -- .1 ", ,- - , � , .:�L: - ,�,�, - ' I .. .� I 1� I ., 4 L . . - ., I - � � , � -- . - :1. - I- L ; I 11 � - - -:.'... ".. .� _ __ �:' .� , , ,Z. _ , I . � I I . - . - - -. � -�-. �'--,� 1, I " ,, ---- . I .1 I .--' -'- ,�' : -- ".:--r' ,"-�. .. . - .` , - I - . I 'L�-:--C - --��, I , -1, - .,-�� - �V- "�,_"� _'s-L.,- I . �. I . . " .. � - � . ... �. L L , __1- -- ' ' ' -�, "� -�'.,��.7' - ..,O" - ,, . - L , �� --_. '. � - L:'-- I , I - -11 r�,, - - - _; , _ . . , - ,4,10��.,�� , , -Uff I '.1, - I I , . , , �,. - - � ' , - I ---:, . I ..,� I - � - _ - , 'L- -'' - -,-- , ,.-, - � '--� - ' '-' _ , ,.:. � i�k T, , r': I . �. . ,. r -, � . - ., a I L . I . ., ,- - ,5� - -- - I : , - ,, % � � � . ".I I I I! , I I . L', ,�, I I . -. I - .. � r .. .. . . . - . .. -':'�' ':� � _- - ' . �_, -. ___�'�, ..-_-, ,�-!�-' - 4 - , 'L ,� � -,�, � 4 . . L _ . _ ��'_ _,�j" A_' -'' :4.� - '-I'�.�-.' -,.;Z.,I �:"�" !; L,. :,; <.A," _ . . �,�.--.. , . L', ' - - I ,I I -, . - 1. I. . � - - '� ' ' ' � -.�� , - I I - - - ,- _. , , , �-. .1, 1 _t,�_,_:,_ . �- , .I '' ''7' - L, "-,, ,�,:,--W,- - ,, :-"J= , L- - I I L -. "I ..11 : 1. , : I I I 1 I - � � I I . - - 4" :,, , I f-_�_'L . I � �� : I , ., _ , I � " . 'r .1 -� I ,., �: ,_ � I.,� . . ,,- . _ . _ _ ,.�,. �''L� � ���� , __ I� _L --- � � , ,� . . I I , ; ,:: .- �I . I L� ,.-I �11 - , I , Z " �, - � ,�� -7 ....... ,- - - - -1. - � ' �. L �Z- . I -- . � . . - � ,� I 1, . - -, � . '. .-.&,-,��-.-.-, n. -I.: - '' ',-'-'��.J7-�., . - ,,,,,r, -�' - 11 . 1, �-'-.-, �,--:.�,-*1- � -:% I. L ,4-, --1 I f� -5 . 1� I . I -�:: , , , . I. 1�, ' �,�,� � ':- � - . - . _ _ _�� _ � - -", . ., _ ' � , ,-� , , � 1. '- - 11, .- ,;'- . , .1 .. : � - � - .. - :- _ , - . - -� .1. r . � - . . I" ; -, I �, I�. I - I . - . . ..,_: ��,,_-_L . It c._; -.a, . - , .'I,L , '�t'�� I �L�� , , _-L � , '.' , ,:,--��--� �'--�:,'- , , . I I 11 - �- ,� , _L -. . I L - 11 --�" , -�;, ��', '. ;'_- .. 1: --'.. , .�, . 1 . --- - --� ,7 ,__. I -.:-,'-I-�,; L' -_ . ,_ -�,-�.-.. �.-; . -..- "' L .--�-,�" 11, 1, -�-_-.,k -,�`Z'�- '--..' ,-."'�'�';`L .': 11� - . ,:. 10 -01 �] I- , r I � ., . � I � 1L., , � , . - .�� I . ' L. .. '. I �-1 1. . _ � .. : ' vl,�, . . _" , I ,_ . - I - I I , , I I I ., � I -I . .�- , _ -- �' ' . � -.�L� - -_,_"' , , _ "_7.. L "�'------ .11�� '"L'�. ;ill - L"", I -i�,--, . I r .�� ��, - � .- . - % ,. - - � - . I I I - .17 - I � L L� " - . I . . ,_, . �-, '. .;' --:"L ' .',� .�,: :', �'.-_ "-."'-�. ', --"--. L-� '- - -* : ," � _ _ � _;�'.'_L- ' � '.' - . . �� - . - � � , 11 .� ". _ ,, _ _ _ - I --'. -,.-. * , I ,- - ,.� . . . I - "L - � - .j., .�- � - I � "." �.;, * .�L'. � - "", � . I � : - ::, -- .-1�. -- .-, - .- I %,�- ,L � - -.1 -- I - -, -'.�,,;��, � �� -�L �-_ ---�%,,:�4-,�.-"� -I �!. I - ,GN2 1=1 , - �I . , 1� - . - L . � � , ,: : L � - , :I -'%L '.I I .11 I � 1, �:- , �,'�' , ", -- . - � i.l: �t-�-.. .��; _11. '7--� I I L - I- ,�.:�- ,, - - . �- .. -� :L �_ , __ - - � ' , -�I-!�,, . - - , - . _-, L._ , I _ - L, - - .. - -:�,`,-,�',e,' , -,-`3 .,. ' ,L:,;' _ � - _,: _ _ - ' ' ' :1 I _ � -1- . �,.� -- , .,L �!-.�- ,11 , .,'-.'-:,- , - . -.1. _ --Z-,� 1�1. - -.;Z. .- � , _7� ��-, .# ,��', I V, , I ,: : - 11 I I I - . -- . -11 I I - L - ,..- . - 1. , .1 . ' I � ' L �-" .��',� �, 1. 1.. 1� � L _L ". - . .� . -: ". I � - �- , --; � . .- p. . .- , ;-�- �' - ". : *"--L,I -�: _ L�,�,. "� ',':`�;,,,�' , , ... .:_ , -��,, I -�I L , � I ' - -� - .. I , . � .. . I GENERAL SPECIFICATIONS, , - _ � - - - _- -- - ' � " -",;' 'L -, - . � . � ', ,' L'�, , ', ' 'L' .� � . - L I , .�',� , _ . -.�- .- -; , - I .. I . -. . . � .W:L _L "L:, , 11. .. ,,-"�,i,;" " . . ;e, �ii 04 L,:�. ,; .I I ,,,,,. -. - . � . I - � - - - 'L 7 . 11 �11, , -n " I 'L� ' , , .1 , - 7. Z . - - I� L- L,:. ,- , - . - I. - - -' "-.';:,�,�-,:,�,'-�L , . .7e I �- , .,"��. [ �'- ' , I .t � L' ' --: L, , .. --� . � - . - I , , , I �,-I,,. :1� �:. - - , .�. - � -.; , 1",-.� . ...,, �I. I , � -- ... -- -�-, !- � �:; - . I � I ''r �''� - L� ` '� ', . ' � . .. - L " �,: , ,,,� - , .- --�, .�;. ��; ,.: .,- � ,. .- - . ,.- � . .. -� �, -, .'..L,' " �'�� , .-,"'L --'� ." �4-'�',�- d ;L.--�.�. ,� L-' ' � ; , - _ . :-L.- - , . I 4L I .- I�I I . . -,- . 11 .. ,� - .-.I�,�", - . .1- - .� '. L L I -1.-k .,� . ., .. 1� - - -1 - ;.-�� ��,� _1. .1 .. ' ': . I - ,- � . . , _ _ - , 7 , � , .� I .-; 1. 1 , . - ' '' '-�:� . , ., 5 - " - - - , - I I- � , I � _";' , ��,,- -"-,�-.,"L�- - -..,L -- E"�' " -!� I - " - , - - _ I - - ;�' _,,� "; , L �. . � _ _ I � L. - , -'-. --L� I. , " ,�� � - L ,� - �. ;L' '-,:' --" -- � -- ': , .-.. 1. ,, ��. ,--,. -�-, - - 7'.- ' , .- L �- ' ' ___,� ` �,��' - � L' ': L," ,�-, _ r �'-' '", _L� I � _ , _" I " , � �. I �-- � �- , .-:�--`-� -;C�- �i - � , %. �2-, %. .I L -L ---�- `��. .."-- :,,-* " �,. __,.L'. _�t_. -�,,,� - -- . . - --, �, - _ , _ ,__: _ -L -�L''� _. I-;...,1,�.1,,_Z, �, - , � , . ' ' , �� ' - ,- ",,..-,,; - -' -',j.' -,. ,�*-,. - . .. - � .--.. , , - . , - �-' ., __ - , -, ' '"�-�',�:,' W,�, , - 11 __ � - L ' . . I, , � . - - i, _ - ,- , �`-.",'L�� ;"-� � �.-" - �� ; I I I ,�L" I , _ ,�" I � I, - . - - , I '� �,� . .:' � -% " -���� :� .� -1 �.. " - " ,"�-,-,� -, �I -�-, -, - __ _ , ___ L ' t - -, , � -,":, � I-, - - -:7.`� - -4 ,� _ � L' � : �, � .� I I ' �:"�,�� ' L_. `� --�, -, , " - - -�� -, I I ,, I I � " , , - , , � . I I--,;,L_,I- . , - -1 � ': ,�_' - - - L. � . � . , .,:��.�,-.; ,,;% - - - ,:-, ,�;- -_- -� -,-- --� � �.-"�:,,_-�,�", -, '. I '-'%,,'71, ��F' '. �' ' L ... I L I , L Z' ' , - , - - I I � - --L I - . "I" , . �:, . - L - ' � - , t _ , -.-: �. I 1 ,,�.�. ;--'4 ' ,-, 1_ L�, �:���" I -L ,� I'll, � -�' - 4 -,�-.k - ,, .�.-1,, ,-'0 �I -, - . -- _; , - -�,- i , .'_ - _':�- ._,�'� . A��--_ -�- I - .. - _��_ I - � -,- � - L I I ,-r,�.,r I - � -�,.i-��.,�,j-�-�F.-,� -. ,4;-- ,�. I - -'. --, ,,lv,-" - � , � . �� , ,;�,.i. I --.!.---f- ,�1- - - , ,�m�-. --,o,�;� I V'-,� . I-*. � -1karr . -- -: -�', -'�-"�`�- �.-� ` -,�- - -I--.- . - _ 1, .-.-� ; . - - �-r 'k.�;�,-14�-- -o,-�,� . �.1 ','-:,'j-.--,��,'.-�- '-;'r: - ,-.m ,-,1 ,�;,' . -: ---;; . ,,, , . � � �, , -� -r,�"---,,- " �� . .- - , I . !�- .� , . --, -; . -. --L - ,;-,I� ��--�-,.' .L.- , 4e� � -�� � %'_�� �, .�:�',-, :� �X;� �� - .'�� -'�, :' --,, -� I -,I� - ---, L � I -' , - , , - � . , - - -,4�1 -; ., 'r. , - -ia _ , , - -- " _. "��'� - �- �L,�,-,�-, _ 7 - . k -- lgv%�'. r,--.4'�, ... --,.. -, - : "�-: �� .,�, . _;T�' ��,-`��, N ,, -�, -11 - - '._ - _ � --L L , . I, , - -�, ,.,, ,. , - -��-�'�: ". - �� �1`'L%'� --���; .' , , . - -- ";7,,� -- , I t I � -L .:� I ;1 . � I _ ��- -L f"�, , �- %, -_ ;W�- 17t;pa ,-�. �,� ,- , ��,. . I - L, I , ��,_-�:",'�� : L r _ - : 4� . �,t � I . ..��'��7, - , ; - '-- �XRM,��20 � I,v I I .- � . � " I� - - � , , ., . I - - . "--. . � . - �'"1-'....�''t":T"'-',%� ��' -,:I '_', .-1 -�' - , -- �":;�,� �.'_�7'. _- __Z '�--4� �' .t'� -,. �: .";�' .- d...I - , -,,"",;�.',�-- - � W, '_`�t"";�7_� .4:. , '.':� !� .- ',�w'�__ -'_;_'_.'-?�:��'t�--:- -'!'A-"- �'r-_�'--z�_'-�. --.�*->,�_�;��' -'�-.� "'_ ?..'.. , - 1 - ." �,'!'. ,- 4 �, - , �_- "� .. - __ "', 1 1�7��� '�:"� ":e --, 1. �,�'...-",-14'�'��.lrvr.'Z"':��.-4��'. � -:-':�:�.-'-� - ,� I - � " , � --- ; '� ,- .,� �I" � " "-.�'- -�- I - . I-. . I . .1 - .7. ..;;-"_-.--�- . - �I. - , � ", .)_ " I I . .- . -�'.- I - - � - ..' ,'C' " -;�;.�-��- ' - - - - �,'-.��", , .- I'. -. 7�,- -�' �-:'�"-"'-"wz'i,��--'�' �t�-, , �, , - , �,� I ,I*,- - . -,,,,,�'-�-;�- - 1, .� - , , . .,' I-: v- .' '_ e.'�_ . �'%.' - ' -,- ' - . " . - -- ,, , z .1 � �%� � I I.: -I - . , '-.,�'. ,��"�_ , ,- �,, - �� � . - - . __ I 1, - ' 1 I�";'�: , �-� I�' - "!Z� . I -1-, - I� i- '��_ -�0-�- '- :' -.-'���'. 1, -I 1. , 11 , ". I I I , -.. � I - , . - 11 0 . "I*r�':'� . 1�lo!"..'�" . �.: � . I I I "- - 2 .." �'- !��'� -i-, r .:. . , , �;_ - . __ - .. . �_"_ �� . ,..' _�' , . , ' _� ��' � , - .' ' .-1 - , - - 1. � - . .. . "'.� �- . I ,. � - , � zi -� .1. I I ��' , '� ��_' . - - .-, ,� �'-,-�� ., 1 - - � �' , - : . ,-1, - I ��.'.< _"`��t_1�1 _%, �'-- ','�'.�" . . !:' ;� - I7 I . ..I . .� . - . " . . �N� n� , . � � , .. � , " '."' , w � . � .'I - '_. .. , - -, �, , .� � ". �.. . . ' � -'i I I :�'�'_�--,�'---v' ,-���� :,--- , , . �. , ,':1, I , .. ..: 11 I I- , , , i. �11 . �,-"..*.- . . _ I 1 7';�"'�I,, : ,�.' _": �:':_ - �.. � I - - , ---A--�t�_- , X. , � - . ,,� - '' - � ., . �'� " - - ::- - '.,-'!: ` - -, ,_ : ,,"-1 -':7..' '� � , .�. I - .� I ' - - -,- , , , �-1 ,-�-__ � - . . . % - '��, 1 1� .-��.';--_��-'.".' '-";-'�_'% --"_:_- z -.;�li� :- �'_ I � . I - . ..rl '��-'- -- : - �s -�.-__�;�r�'t.��.��''�. . -1:'-�..-�.: ', � � '.� . I I . � J' - - ' . ,'."'. ..i , .-I�:;'_ %� - , ",; - , - , ' - ' -" 7'�` --" - ,,,': '�� _.-." � �-� �- % �I I�," �'. � ,,. . - I . .. .. I ,1;.. , : , ; -- � -�-."��- . . , .-, " -":"z;--_ ;',�-- " - I 11 -� �.�k' ��-�---_�.��_'., :'� , - , ..;� :', ",, 7.' I. - � . : . -, ���: _7 ::, -:., ':"--'*." "'!.4�'''".- ..'!��':�'-!�')��,�'."'�'.-'.-_' .1'75.'�-'-� '�-,*��.��'�4�'�� -- _�'. ,2-1 ,i:- ,�.Z':�...' ���!-�'.'.5"-���;,'�- �'--C� , wt'. - � '� ", , � � ,- . I � ." : � __ � -�I_n�'�' ,_._�'- - " -.- " . I ; �'.-t �� _ � ,7�� ,�"' -4 nw. . - -'�". . ,Z� . i�z '�,' "'�_' ,,,�'* . . ,. " " , ��:"'�j� .:� '� .. �.' I. -�� -, ��"�'�"'�` - 1. J---- '4-'�' -, - �'�'.'- _'."-1 : � . I... '.. � . � ,. � '�;� ,. " "� _; �' ,�" � , ... � �'�. � '- " '�'l : � -- -; ��'' 1, � _. - :: .' - i �'--!".'_-- - �.'�----.���' - _;, '%�';� - ':� - , . , . _.�. , , � I I - ... ' �_-;�,,'�'Z�,.z �-�.�o - .. :�'". �-.�: 1,.-�%".,;7�',.;,'����,,"-�"-'�'.:�""_�' :�'; -�; I- �,--'-.:�,;---.�� _---. ��� ,I-- ��-�, -- . �� .�11 ,j " � .,-�� .�. , .. ; --.--- --' - . 7" �',.-, ,-. " -, .' ,� - F ,,, - � � �' -, �;;z��'---, ' ,,-" '.-V. 1_. - -- �_' . . � - , , .--, ... , . - _.-.: , ,, ,- - , � - - 5. �, '- - .-�,. .- , , - - � � ,:- " .:� -'�'.:', .'�'�_�' �'.-- �_'�'��7� . , : . '� , , .--,- ���'n�� , ,, __ . . � __, - i I .� ,, -, " I � -- , � "',_ �.�'. I ,���' 'c - - --, :"�,,-, - i . . . �. 1. -,"",-�:-�-. ,,.' , , - - , F .,- 't-�7'. _:_�,:`7 ."'�-.-,-._-, !' 'I, . , ,-.-.---�-� -- --- � , �-"'-'� _'�;", 7, �� � . " %, . 1;' ","�,,�.:,-," . I. , - - � ,- ---. -..-���"-'---'--,.,--,-.,_- - - �. '.�. - ,:. .. : ,' , , 4 I , _ -- - , � �---�'-'. ,-.�'� � -" - .. - -'�'-_'�---'_'�:""--�,-�-5- , . . " -, - .- --. --. ".-, ,� � � .-.-- �,� � �'�""'�� - --.- I ". . ��, .. - - . I . � � � - -.1 ,, - ,�.'. , - . ':'t, ,--e-- �'_ ���." :", __� -""� � . , , �. � - : - .- , . . � _-.1 -,-;- ,1. % 4, . '� I - _'_�� ' ,� ' , : - , ,.,. .'.�;.- -, : ,� 'r ;*"- , , - - ,' - �, ''. ' � . � �i ' ' - I '� ,�" _ % '1,-�;A-�'! ,-Q.i, N , : �' I,:., _ , ., - �, � , , . -J %� I � I .1 .. � '� � . " , . ,. :.,: 14.1�_-�.. � I . -. . � . . -� t_ Im,�, :� . �� .. ' � . .� - , - ,- , - I . ; , '��' ' - : 1 . I .1 - . - . ,__ . -� . �., "�c ... �- _ . , I , - I " , .� ,,_.. � . . . �. . ,- . I -. . - : , . - -"� ' I . � z ':��-�"1�':_ - - - .. I - 117 ' I I ,,, �, . 1 ., �!�1,..*"_4" . - - . . .-. . - I I , � - I. ,.. - I— ,Z. . . _'!' I , � - - I' � - . ... M. . . . - . � �' ��"'�'. . ,"I � . , - ,, � " - -, " - , vl. �a-.' ..; ',,� -1."'" .,*11 - .. .I . .1 I . -1 . ,-, . � _, ,- � ," . ,, :� . ".; :' .. I I .. . . .--_� '4'�..' �s'�� �',��4,��-- I I-'�',.. �,� ��:�. � ,.,. -1,I, . , - - 1. I I - -� ,'- � , , .-1 � - I � ,.. , � - -.1, �, ��ii.--nl . 11- - ,., � � - I �' . . .''. . :. .��'-.' , . ��i�v - I -I . . - " . -� . , I . ��71 � . I - I� 1, -^ - ,: - 1 ' - c . ..... , ,,,.. - � � I I. ... , I I .1, , �" . - -, , - - �! . '_.. , -. , ��� ,�" , - � , , � I , . - -, � :% .' - . I - .'. �.',_ �,� -� :� - : , � - -I -. ,.Z-'-.'._, �"'I- ,"'. . _�._ ,�I . ��" , '..,,:�� �� ,, I -. .1 . . .I .__.�- . . � . I - . - - , I I ':�� " . .'. : . - .:r I J . . - ;'� ,- 'r, ,��, �,,, , , .I �' � � t - - ,-, :' � I,I' I . � .. _' - � . I � . I I , I �.- " ':�, ,� � � . . - �' , 'i" . 1. ... I.1 .1 � �.', I ". , ." �-* � - " , � . -, -, ;;' , - ���' - -1, I . I 1.- �-I ,:1- � . � '� % ----H- Davroply.M referenced WhImll and hobo babollaillon -, .I . - �_ r I I I I I 1.� I ,� . . - I . � 6 , 1 1, " - - - .. � � - -- �� . , " . ON" ' . , :' (HU MAT SVSM) . ��F.Imstallation of Plad",A- -C ;�-ft.tIIIwo Ruder Uallum AM A111111.1111.b-*-W*q movilift to Alladn"food �" '� ,�"'_ ;', �� ' - - " � I , . �"-1.111, - � ,,, 1 -" ,.�' I� I: � I I .�' ,� :I�-�,-1, -� � I - � � -PILY WM*L=K M ANNEMLISIAL.� %-7 , ,� 1- ..� $ECM OM-111411111111LAND COW PLASM � I . _: � , . ,,-_I�� " ��, ,.,� , , . .1 �.�*. � � '�'." - - . . '4� - Z -,- I , . - . I � � . I I - . , . � ' - I . ; -� _ _� "� ,,,'I I �1%1 -,.. � � �, �- , � .'--� " - -'-� , -' . .,:.' , -- ...- . I � standmis tow Provision and loodion of pladoor accommorieso at 4"MWAL Imeliall ologimmosmill, -� �. _and butt julats. I � �Z ",�, , .1. . - ,�".' ,,,�' ._..-.,, , I .. . __ � -.1 I� - I - . I __:' �-, I , I ___�:I". ,g� �� � I ,. :.�,. �_;,-, - I ... � I.� '� . .1'� - , ", i� . L ' --, - - , �_�" - _' , L - - I, �� :� _1 � , !_-' I� , ". . , � - . . - : ,, I - ,k W' ',, `� - , � � i : � , . V; I � . . - r. �.7, -.,�'_'�"��"-_�' � , . � � . �. ;�, ' '� �_',� - - . . , ' - � � ' -" , - I . - "�:_� -1.1 9010K . . ..��, ., �.C�� - . , ,,. .. :... '. � . 11 � �_ � , �.. I. � I � . - - ; - - � - '. I � of type IrdDated at I,', '.$omati= _'- . -� - I - - � �" ::'L'-"- . �" : I , � � .z I -1 - .. � . . - ....." . I .. , . _�" "�� � � ' � � �'.'- ,,,, . -, � . . : ':�1 1.1 QENERAL I I � I I � I . . .-, ',� . . '. .. . -- -- "�', ,' - - I . I :" , I I � I, -:'-'�'"� , 1.", I I I � . . . - . ' .1 . .��- . � I �. .1'!I I -'� . 11 . -, .- , ' � ,, �,.�.,, . . � ' . I r -- 1., . . I . . �� , - , - L I - I . _"' I I - . - AAccomm,lowforInt.riarbistollotlarc Conerb"emligetrKandcoodralloftecompiftiffi ,-,.,- - ,--,�� �_ ,� I .'I . '.' ,�.-� .".,.- '_ � , �. . . , "1.::�,:, �' r . - . �� * 'I " � , �. , � , � - �- I ' � -.1- : I _- ��Zi Extomm comem Indd-rvirrfortoneent at ad"owners, - , %' . "IM C 11047.formed rnstal a plastic-oft motall complying with on follasmoln regUhrommont " - , � 7 ,, ,'_1�, � , �"I ,�� � I- -I. I �. ,::�xi .- , __ . �� . - . - . .� "�;''. " � --- I I- -,.. . � - -, . .. - I 1, I-1 I � ,�_�.�"m.. ..'��' , '�' . � 1. . " .1 I�11 I :-- ....-". 1 ,116$ � - I - . r , '�� ,� "� ,;- - � � .o- � __.� I _.:�� Illuddir,Combacto and Siolocontractor moment that they we peromally lowdedgeable - - I ,. I - :-�4�_..�_*"'� e �T'�'� ': %'�- .' ��'�-, _. .�: . 3�-,I.-.:�"--': , ,:..� .. � .1 ..� -A.Suider,Contractor and Subcontractor wwwt twt they we personally knowlailgasible . -. �' Tawkwum of F41012, b1stall cooln'll hood16 woo=otherwise Indlearted. . . .'�� � _.� I L. .11 � � .. .4 . 11� 11 .� I � , - - � I � '.. " . , * . I i . by hot-dip process or rdW zire� . . :. - , I I I-- '. ; �" .. . , . tenants, ., � - 1.stow*40 zinc - - � 'L� I � �' , .. � � �� , . , . . - � ..; '� , :�; . - , , ,- . I rmgwdkq the plame and specifications,Unfform Building Code raw _ . '. manoply" _. I I .' I � - . I - I ",, - � . , . 4 �! --lepth the plans am apeciflootiom Unif"Building Coda requirements.manufactUrN' , _.. .r, 3.CwW I I I, Install at lecartion Irdoorted w,V rod Indicated.at locations w ':*:��' :,:' ,�'WILLIAm HEZMALHAL(--H - " " �, -� "'-:-' "�� - ,- 1� . , 1. C...... � I , , - I - -.- -;: .. - �!.-r ",�.' � , �_ � - . , �. . ", � �. %,:1':� _;�. .� , �__�.,' . . 1� - .. :, .� __ - . I � �. iscommindaborrs and Industry standards applicable to that work and"wat that wart will -��'I -� -, amawfacturer roccommendations am Industry stumawdo applicable to that work and . . , _'.-� I .. ",, zE Accessories for Exterior Installations: Comerbood.adge UK and cor-bal)oInts No from I� I � I - I 11 '. ,7 1'' , - ,� : . ' � �:' � �I I - , ,.z ... , - -be performed to the highest applicabole,standards.Builder.Contractor and SUbcontrachwh - thok owk will be performed to the highest appillooble gwdwdL BuIlder.Conbractor md Z�: ...�- . I vft the following crill . � ' 'Amel shod zinc coded by hot-* or ralleal zinc compliling*M ASTM C 1047. .1 . -1 -:- -t- -A R C H I T E C T S I IN C. I I _;1, I- ' - - � �- . I I . I .� - I ' , I ' 1. . . . - " �, � I I I 11 ';,�,:. - - I - _ � _. .- I - .'� � . � �., : - -Subcontoctor's fuitner amount burt my c 1coms rsgL*1,th*4 re**�t of the om - - . -1 - � "� 11, ..' - . � I I - -1 _; I '�:L. 11 I . �Y" � , .- - ,;,Wl�an expansion or contraction joint mean In surface of comstwilm -, , 7875 VON KARMAN SUITE 404 - " I � I I �' ,-" .I '. . . I L. .. -I -.,my � ... - - � I ��'.. � - �! - - , I -' ' .- I ' 4, � -.1 . '�_' - ,'- "or wwmt txd any concomis repard"the rewirownsom of lin plars and am .. I , ' '- " " I RVINE CA 9MU48M ' � . ,L . . .1 � . �..-'. � ."1, -�- -I'- . I __ -, ,'.�:- -' ' .� ,- , - . I __ I . . -:�''. . .. _' � � and opedficatiorm cow (conticle or I , . : ., . . , � .f.Aloorninum Accommories: Where hdczta4 provide mawfaclowne's Awdord extruded,--viurvilrimw -� �,I..: - -��"'�' -I , ���'"f'��' �:'_- ��', . � . ,-.. ":�. . - - I I .i 1.-� I � .�, specifications,and my immaidency of=Sets with Code.manorlocturor or Imustry I '.'.. I mawfoctww - �I behind pluelow mornbrona. '. � I I � . _1_ -- 250 0607 wono.whowdolocitomm fax 90 250 1M �".--L,�� I - . I I I . . I I ..b.Distance betwom Contral J*tc � � -accessories of profile IrWicoted. I - ..� ., I , - .- :"�� . ��' . .". �L :1' . , .11 . r f t "�"- I� � .-�standards ban base romichood prior to the fabrication of the wpdL , - 'belletry gmamis haval"X=pi to 04 fabrication of ft wark. � . I .- . - .-�r�. .;�� . _� ." , , .�v.,.-, 7', "I".1.. .I ' .I.. . . � - ..� -1 - Not to emosed IS fat In 41111sor direction or a I - I ' - , . .". �7�'ii-*ISHOPYARDROAO SM25 PLEASiANTURCA K%W -__ � I - - ;L- � � r' " ,": ' 'I �I . , z" ,, , I I . I , �' � ... �- - 11.;. 1 1 '�;"_ . :-�'.'_ �_ .:� , " '- " I I .. : .1.1, , I - .. *8 - - � '. sift ratio of 2-1/2 to 1. ' �L' .1.Primed Flotimtk, Momfoctul,wo standard cwro"-fnmmt primer mnpotbio Wb W . � � _W 4017M 1 ' ' �_ I . � I 11 , �. " ..' � � � 11 �� ", I - . . � - - I - ,r_", .� � %. I ' - , . � � � . f - I .. . - _' I . '�� 1, ' 1. I . � = W more thm 144 sci.ft- Y .1: ,' corropound and finish materials specified. � � ' I . -., �':I, ,,', � ,,�11 M 11 .I . �. :.-I .- .- ��-.-.. - �. S.Submittals: Product Data for each promixt I and Swnpies for smols type of#PA*W . & I ., � - � I I -� , "�,"� - to gm 4m im - ,:-�,'� I � . , " , , � � � '� � . I I. . . '.: , -, - mated � � .., . . I I I I I - I I�,'I .._" ,�.:�' kL �� - ; 11 �: * I., . 1, - I �.� I I . , , B.This Section Includes: - . . . .I Surfaces: Not more than 100 4 ft.In I . -I , . _. - . I : �_� . -, , � . - I . 1: 11.Hastiountal am -� � �I 1, - . � , I. ' , "!�'_ ,,, , . - '. . I .- .- , ' I 1. i"'-'"" I -, - - -- - �-&Where pia"pmd sim ff dirriffool"chm9k modand Aft U Rift a h*M C.,J*t Trealonmit Materials: Provide joid treartmont materials coonplying with ASIM C 475 and � I. I 11, - ,� .11 � I . � - , %- �_�� � �f'�, �".-% .'�. 1, � 1-1 � 1:- 1; - .. �-_ L. : .- I ,,-I . I � ", , - , �"I � � . - 9 C I'llse-Test-Romponse Characteristics: Wl Indicated,pou"mctai*ad constructlan Mon- �*', . . m. - ., ... - :1- ."I" 1, Ir. , .11:. % � . . . 1.Shop fabricated tubulw extrualmd PVC(Poly Vinyl Chloride)flood somh , I ,- I I ' 1 - � I.. '��_ - �'� I �' . . ." , _�--- -. I . - I. - � ,:. - � . I "I - , at plaster momisrons. the reconirmindotions of both the manufacturers of dead products mid of Juld Wallowed red.- .�:�:<.,. :�� � , �_ : . -�.I--_�%�fl � "� --' �c- - . . . I I and operating unIts. .' . . Led to theme bided per ASIM E 119. 1 � I , - 11 ,� . _�' I .I - . - I I I -I I � .1 �Tlals for each application Indicated. -11 - . .. - � . I I . I Z Glowe and glaming.operating hardware and other accessories. . I - - ".I - � � - " I. tl." �____ I ..1 I I. .. I I � .. . G.Ploortor Application: Sequence pleader application with Installation oW protection of obw work -1.JaM Tape for Gypourn Board Subjxi to complionce with requlromanti6 pno")*t - - '� :'�� �� ..-. � ' . -- _"'.%.I -. ' � " 1, .:, .I . I I 1 1.2 PIRCOUCTS . . - �-1 1. . �-I I ,. D ARL, " - ,-:' .' ,i��" -� . I I� 'I 1� ....-71 �I I ,L 11 I I '� - I - , with J'twot ':.I I - .w ,� , "oz/4, -. I .", �' ;- . , r I . I - . I __ - I �-.� I - I I. C.Windows"comply wft the reefulnenwto of AAMA/NWWDA IOI/M2 97(knori.art � I. - se Ithat neither will be damaged by installation of other. Do not use inder ?M are frozen. � � -,, .I �� r _1 I� �'!' * -1 . . I � - : oft requirsmest%provide producto by fullossing;-- adead,lourpy,dirty.ar contaminated by ftwelp materials. Do not use water ir,mbing �=b�jo� . � - 'I'�'__ '?/� - . .. - � � I � . . - , . - � � ' ' " ... " 1 7::': " �.- .% . 'W-� I I I Archlbeeburd Mororiochwar's Asooclotlon� - 4 Manufacturers: Subject to carripflams and applying plaster morterials. 2.j . � : - _-�';' -�;�"_'-� - 0 . I . �A �� I -1 .. � ���' ,, :� -I- --�,. '. . �, . 1. 4SELECT ONE> .� ",��, ,'', � � . - . � � �f .- �� , . , � � I .I 1. . � . I . . -- �:�_ . lecturers: manufacturer. , '� � I � I . - I - r I " . . � I I - I . � I . � _ ,I % .i . . I I - I �' D.Wimim to mat performance standards for. 1.Plastor Application Standart APPZ plumber materials.composition.mbwo.aml finkines I Drylnq�Type Jout Compoumle for Gypsum Board: Fodary-packaged vinji--bamed prod- -, ;� :*, , : � C1 I I _'� I-11.I .1 I � .:.:r."�,'"'� I I � Expanded-bletall Loh, ASTM C 547,diamcm onamt.ft or edf-furrion configuration C � k , ," �, � .i I � I �- �I- - - * %� - � N .' � � � %, I I a Indicated to comply with ASIM C 26. with the following requirements for formulation and Intended use. . �. _. , - '� �� ,;, � I� , ,,- I -, - I I � . I E 2L3-91 Tat method for Infiltration rate of air ladvage dwough exterior and with mininown 14-lb/sq,yd.weight Z Tolormummc Do not de"a move than plus or minus 1/8 Inch in iO fat fram a bus plans Formulation: Foctorr-mixed procluct. ". i, � 1 �' " , " � - � I I I - I I - I I . 1.ASTM r.= . -,Z_:,.I. . lb ,�_ . ��.�.1 . I � . ' - " ' - , I � � �' . �,� . I , . . -foot sbaightedge Owed!at any locution I ��, . �, � '- -` -�� �-':; _'. �, I . ." . . . wlndows�curtain wak andl domrs under specified premature differomm acraes Use in finished plaster surfaces,as memared by a 10 4.J*R Compound for Camentitious;Boduor URft Material acconroom by commintlUaw, , ., .�'. I.- � .4-3 � .1 I��' � , , I � I C.Accommorka Comply with material pra"ona of ASTM C 1053 and the requirements Indficated " �.'�-,11 . -- ,� .. . . 1. . . - . I al'schm"on. an awfocs. baciuw unit mawlechow. �� - .'��' . .% .-� � - ' . I ,. " .'., . ..'.� _. . � I ,. below coordinate depth of oocessurlde with thidmassm;and number of planter coats rowired. 3. �I . .:.��,-, , , �' , -1 J�C ,.:-.I 1: I I� L 4.7_�_'�' I I ._� , ,,�. .1 . .1 I I I � I q. I - doors by Uniform static air prossure difference 0081st"XK4 LNiM QUWWIN hdout0d. WhanG mIQXt1W 12 not temnind0d at metal � , � � - , � I - � , � 1 2.ASTM E 33D-90 Tat method far structural performance of exterior windows,and Plater flush with mold Irm, and other built-in mkal flams ar accosewles that act a a I- � : I %, . _ .. r � K Acoustical Soulant for Exposed and Cercoalwal Joints: Manufacturer*stemard noneog.Paid- r"_�'�,- , �� ., � . I I .. I 11 . - �_ �:. :' . . 1. .. .1 - � I . -93 Tart method for water penetration of adedor windows,curtain wok 1.Aluaninurn Cmp-tz ASIM 8 221 for dloy and tomper 6063-T5 or dumhum situ- � .. �' ; - I �'�-" - t . - :.I . . . . I ASTM E 547 ftwno boure plaster sets and able,noneaining lotax nalant complying wb ASTM C 834 that is effective In rodlucing alibm - .i-, - .� , asso.......am �' � " �' . � -� . I . n I _�.F - � L . and dome by cyck static air pressure dfhv.Ual. sime with similar properties. . scuad barumnissilan tivough perimeter joints and opartings In loollifing construction as do a- I � :"'f - . '�� �' -. :�' .. 4- ,� _'.-� ..- I - - I- . I..._' � " ..�"', � �,"� I. I "I '.I I ' - .. � :" . L Calvanhted Steel Compumts: F&rkdod from nw-coated(gdvw4w)steel ofiew: 4.EE��M=Z��w:��vfmW`mmd`iwh external owners lush with am- stratedl by testing representative anamblies according to ASIM E 90. � .�� � "';;". - '�- , �"_ I .: � I. . . �.- . I I 1� . -:� � � ., I . cornplying with ASTM A W,r4O minimum cDaUng designation. . . . � , " ;- �'��'",,'.� � - . . I . � � � -,�p"I.'.7- ..'� ..-1 : I�' . : . I norboods an interior work.**Kra and true with plaster faces on awbodor work ': . �- -. --,1-�'.. I - ____-- __ . ,�:"- - .I �', . E.Comply aft manufacturer's instructions for protection of units lown domage. I Zkx-Aky Components: ASTM B 6%99 percent pure On. S.ThIcloness: As indlooted or as roWirad by ASTM C 926. 1.Accontical Sealant for Conceded Jobts; blawfacturer's standard mndrft minhonlioning. . ;-� " I �'�� . ,,, . _ . - - feew. I � I : , , - , .M ' : :j L,"-� 't � � - � - 1 I - 11; � . , ,,,, I - , ," - , � - k...._c I -I ,� r-. � I I .11 - I . . I . 11 1. 4,Plastic Components: ASIM D 4216.high-irrolpact pdyAnyl chloride(PVC)for building 6.Number of Coats: Apply plaster in 2 or 3 coats a Indicated bow or as shummu nonakinninS nonstainkv;gumable.synthatic-rubbor seclont recommorKled!for 11 9 In " � : , : .'�' ; I '� I I ��. I 11',_:'- I � . . :: , , - � ,. L'_-.75, .�''..' � � . I : "I T, - "I ',� -�- ., I . I . . f.Deliver in mmufocbxor�s protective poclooging. Products. concealed Joints to r9ducti traromesion of airborne sound. I � - � . 1.,I I - �' -. .-- , I I ..� 11 I .1,I ' ��-� ,I.,.�t I,- � . .11 5.Metal Comaboodoc Fabricated torn zim-ccateel(gahmized)stool. .Three Coatr Over the following Ouster basm: .. . L ,- J . � . 4" "ad � '-_ -� . ., , .�� , ". .:,� . � I I . � . I� ' �.� --'.' �-., I.. � I--� , .' � � .. - r Manufacturw. Company speclafaing in manufacturing extruded tubdor*0 windo with 5.Strip Reinforcement Smodth-edge stripe of sopanded-matai kith fabricated from un� I lifiscollomous;Materials: Provide audkry materials for gypsum board cwmbwtim that comply I 11 I 11 1.'��' .. "', 1-1" ,1, - " - 1 7 1 1� L I . - �. - I � I t ll�p � . 1 t- '_"�:'; , . � . molded corners and a minimurn fron yearo;documorted experimca. coded or*�cmtusf(galwarked)stow shewL Provide comarite or sWe form as- 1)Metal loth. . with referenced standards and recommendations of q%murn board manufachror . � �. . 1� ,. . �.�: I , � p -".I. ,. - . �� . I . � I�� 1. � . .1:�I ,,�' , .","�'",�I ., I " � -, I I'. . 7. . . . I I � quired. b�I-Coot. Over the following bum 1.=Adhesive far Wood; ASTU C 557, .1 � .� � I �..�' I ,-._ 1. --�. - I.. ' :.� "' ,L,%",� � , 7 Coming Sawls: Sqw-edged style,fabrIcatod from allurninurn coat with dew plastic, I I I ,, _� , ' 1. I -1 , I.I I 1, , :, ;1. �. ..' I 1.�� . 1.2 PRODUCTS 7. screws complying aft ASTW C 1002 for the ftficiming applicatimmor , . I r I .� -1 t�, - I I ��, I . �' I .11 I with short or amponded flanges to wit kinds of piaster I indicated Conmets u it mosmry , 1_ . � 1, _' � ..- . I - ;.. . - ...�'� � I &Fastening gypourn board to wood minmers. " �I . . _.�, . .. : T7 1- - I I - , * - I � .1 . .'�7..1-. ,� �I I. �. . A.Manufoct�. SubW compliance with requiremerts.provid*products &Cur,oad Cooing Boodw S=-;=%=Imd torn durnhan coded with dow A M&kfti.=t& b.Fadming gypsum board to gypsum board. �I . �,w, -_1 -�� "�.-" . 3= .; I"�" � I . 1,.' � I I. . . . � the . OL=Zornns.d Into �I . .I I 1,. .,". I I ��'r :1. . I Sted drill soreorw of size and type recommuxled by unit manufacturer for ladmirg ca- , .� ,� , .; . ' as adect.dl by I . -�.-,. I I ,. __�� �.: , � �.- I I -1 --, : I�: . 1, .. urninurn coded with dew plastic and adjustable for J*t orldthe from UUmus bodror Lvft - - I I I-.11�1.,.1 ,ix) - .- I I 11 , . I I,-- '.I I __'_�1�- .. . . I�'I , I- le 518 Inch- Gypsum Board Maim ASTM C 514. 1 - ,I ,*" .�,, ,"'�' I'M . ,� I I' ' � I � " I '�. I . ".. ., I . - .: .. B.Escape or nommue windows"have a minimum nat clear opmable anso of 5.7 squaws led. 1. .Z.SO(Wow)Smoot Folbric"tom zkoc-cooted(gahvinhood)deal oned. H.Finish Cofftz As 4. man ' �'. , . I , I w .. - : I . . -I .. �' .0, ,�;1. .., �''�' -1 I , I I :�*" ,: . - .'�' - I The minimum nd clear operable hoot dimernion"be 24 Inches.The min1mum net dear '��7' � � ,:. I � , . � - . -�� , 11.Steel Orb Scromm ASTI C 1002. . . I I - I"I. I���_ . h'- ." - ".� - �, --.: ' -'I: � - I I . .- ,I ,�'.� V �'-� , ` - _ -_ r.� . , - I,. � I � apsomble wift dimension olnuh be 20 nche�when window ans Provided aw a mome of swoope 1.Flod FlnisfL, Apply firifsh coat to a minimum tfikla�osoo of 1/b"to completely cover K Teahze FWstL As liallow �-I � ,X _"..�� - �z - "1--.%-�% - - -�:,..' -� ,.,_ .I , ',Ir 1. 1;. I . I . w remcue�they"have a finished sill height not more Imn 44 Inclose. base cod,uniformly floated to a true am plons with fin-tortured finish matching Archl- 1.Wds: Ught crunge-peal textum I -�',-I.-.. . �' - -, 1:1, 1. I, . I ..� r - " . � 0.Amphalt-Saturdumd Fait ASTV D 226,Type I(No.15)L nonWorated . 1 4 1 .1"�., ; '��-. '< --,, - 'I, - ,- - I � � �� I � r . . . . I ted's ownple. I CAWq& Light oranif-pos!texture. - � _< ,' � - L I .. 1, I . . � I I . .I . I I W I - '� � ,� ,, � I ' �� . -.�..:.,I. I . � - I I .I I C.Safety glazing in windows"be as rawred per U.B.C,chapter 24 whiv the following accurst E Fiber for Base Coat Akullinw,raslatuent glass or pdypmp*m fibers.1/2 Inch W%Jrw of con- Z Trowel-Textured Finish: Apply finish cad with harmi--trowded-torhored finleh matching 1.3 EXECUTION I I ,. ..'�r�1.' I_ I I..I�. .. W := ,I-, ,, . �---,-, - - I I - - -:', - �., - 1� I I . I torninates,marsdocturos!W on In Portland worned plot*. Architect's sarnple. I . . .I .�"In. - -, � f L,.. ! - ,- �� I 1.Window glazing In fixed or operable ponsis odjomt to a dam willuire the rooreat exposad , 1= , I- I .1 I . � .: . -G , �'.- .1 " �: '� _- � I � I I I . edge of the glazing is within a 24 Inch mc of ettmor vertical edge of the door In a closed A.Ma;=SZ*:;:tJon rd Finishing Standanclor Indai and Onish glopsum parels to am" - :� , . � 0 , 1. ' - . I I . F.Add-Etchring Solutloru Muriatle odd(10 percent solution of ownawcIal hydrochloric ocid) 1.Mold-cure piader base and flovish each to comply oft ASTM C 93.Imiuding written lndn� GA221 5. ,. I I 1, " I s< (D 'T 11 . 1 � I I ,I s � . . .., I * '� . � .. position onal where the bottom expand edge of the glazng Is low than 60 Indnes above the mixed I post to not Im than 6 nor mona thm 10 parts enter bons for Urne between code and aring Ili ffiArwwar A2 Beeign Catelderationsoo 1.Install scumi-attanuation Workd%whore Indicated.prior to Installing qypourn pones .1 - . I ��'-�� . . I.I.- ". I -1 �' . �, ,: � ,, " 1, . .."'I , 1 � . I�. . � '.,, .-- lass blanluets are rewily Installed after pands have been Installed an om side. .. � I - ,.,. , .JE = ::""'- . " : walking surface. IN' . , . _ � < � - 1. -�, �" I I ' � - I . � I , I - : .' . ;. , .. ., . 2.Window glaing In wails enclosing dairmy landings or within 5 fee of the bottom,and top Q Water for Mixing and Finishing Plaster Potable. .L=and Patchiriq Repoir crucks and Wanted surfaces. Point-up finish plaster surtome �� I', �'- " ,* 1< , I I - . 1 2.Install calling board pands across fromingi to mirionize the number of abutting and jaints - "� -,, " I . _� :'� ,,,r,"_" �- ; �'�7 � of stairways whers the bottom adge of the glass Is Iowa than 60 Inman above a w*Jng surface, Rome that are built:Into or pwwtnft poster ourft� Repair or replace woric to alkni- � .� ��'� - 1, � -o � .1� , . . . ' d ' ' . � -_: I .1 � - � :'. I and to avoid abutti"and)Dints in the central area of each cdk4 Stagger abut*mrsd �� , � � "'I I I -Ir � � , r. 1-7: . % I ,,, .. _= .jj ��,'�.' r; , I ... 1�� � I� �" . D.Finhim Manufacturer finish color to be white. H.Lkne: ASTW C 206,I)"S;ASTM C 2D7.Type S. I mt.sister.,buddles,dw.k cr.cm%clry outs.efflorescence.excessive pinholes.and singer �' . � , , ,. I � 1- �' "i .' - ,- . �'�I � _��" .� I . I I - 3.Its of adjacent panels not Ian than am framing momber. � .e'I . "I . I I , : - � ?�_� 1. I I - defects. Repair ar replace work as necommory to comply sM req"v1sual offects. . � '. , '�'-�LL_ . "�''- - . I ' ' - � . - ...� L Bw,*,g Agent ASTM C 932. 1 . - -. control and esponslan joints at lacatims Indicated and a detailed.with space be- :;- '�"I I.I .. .�'.._�.'' �' . ,� -�_ . I . ' " '�L, � I � .I " -� I . -I 11 team a"of adjoining gypsum panels,am ad as supporting towing behind gypsown - I I I':"�" ..�1= I ' ': ' An "��' - , I.,� - , � I .�� I . . , , I I r .- . L Insect Screms, Provide Insect screms for each opeoluble exterior wash or ventilator. �- -� . IL Clearing and Protact" Remove plaster from other surfaces not to be plastered 11111mon ples- 1, , - :- � � I .1. I I . � I' � I �- � I I - " 11 � I I I . . I - .��.,' . Locate omms an In"or outside of window wash or ventilator,deperAng on window - 1� . :_ I - L - �.- . I .. W .-.I . -.1 � �_'_', , . I 1,I . I . type Design windows am hardware to occomniod.te screens in a tight-fItting removable 4 Base-Coat Caments: White or gru)�as r.quJimmal. "�. toring Is compid4 romove unused materials,contoormi,oWlipment and plomer dowls. P,o- 4.=perimeter of norima-boaring gypeon.board partitions at dructurd oloubnants.a- 1.I. . ;� -,�' , c -'�C/J " ' :� , ,,... % �. � I . ..-��., �-: bect Ouster work tam damage or deterioration Until Substantial Camplatim. ampt Aowi%as dotallad Pro"1/4-to 1/2-bKh-"spaces at these lacuUms and bim - � I'�7�..-'., ' - '�' ' -� -� " I . I�,I I .�r I I arrangement with a minlimum of sposed ftmtomrs md Iddhes. 1.PwbwW coment ASIM C 150,Type L . . I , � s< � ' LLJ ';,: � - I- . � I I � I . ;�, ,- : , ,� � � , ... � I I --1 � edges oft U-bowl edge Won where edges of gypsum panels are wposs& Sod joints I -�� �'", - "- , �' : I I �� .. -,, ",i, , . , .:':: �-�� '�_ I "� - -. . .. END OF SECTION betweent edges and abutting structurd surloces with ocoudical swalant. .� 1.- ._';'��- 2 'IM 1, I � .. -� '�" ,.",-�, I . I� . . � 1.3 DIECUTION X.Baso-Coot Aggregate: ASTM C 897.sarA -. . &Where STC-rated qypourn bound assemblies ans Indicated,sod construction at porkno-- . _. -!-'Z.., .'�,'-�� CC ' -C) . '...�'"�'- '7 ' -��% � _. � - � . . t , ,,,, -.- �� -, . �.' - . . e� I .I - 11 " � - tam behind central and expansion)*ts.opmk%and pandrations with a continuous I �11 "-�_' .,- - .= '. , : , 1 ,,, ,r_r i '! 4., '_� ,I: �' - A.Inspection: Inspect openings before Installation. Verify that rough opening Is corract and oil L Finish Coot Material and color as selected by the Architect" ''. - I C) .. � 1.11 , �_ . th ." .� - - '-� 1.I.,. L ' ':, , 4�'�",, , � I bead of acous se.ttlur bood at be faces of the partitions. Cwnply with � - :�, _�,-�'' - - , - - - ASTM C 919= location of edge trim and closing '�'� ,�'. 1, I . �� t �' �' . � plot.is level. � ,, �,,- LJ_ 1= '. .I ;� .r:� .I _. �:I I I I . mmadi"'far ." I !� '� - _ - . . , � . 1.Job-Mited Finish Cod: ASIM C 92A flunking path,wouml or dwough 9yonsurn board assernblies. -. � , Lou _J . - .1 __ � -1, .I � � . -GYPSUM BOARD off wj.d- I 1, - ._."- , ��I.I : d< - - -, I ,-�.. -11 I � I I IL Installation: Czmply with manufacturer's recommendatims for Indaillrug window units,hard- SECTION 09255 S.Space foorlenows in gypsom panels according to referenced gypsurn board application .I I.�- ::,.. �Lr�. ," �,; 0:11C -,. :5 -�'':, I I- I I . . . , . � .Portland cement,ASTM C 150.Type L . I I �.� -_1 . C) . . ,. I. .- -1 , , I . were,operartors,and other components. Set windows plumb,lormil,and bus to low.without 1.1 GENERAL and final standard and manutocturWs recommandatiorm - , I -`� -. ,.. 2= .I-1 ..;,.- - I . , I , _ '_ - . I wurp a rock of fromes or man. Andw securely In ploce. b.Current Color Pigmented,Wory-pockoged demand product cons"of white 7.Space fortmors In panels that"Ulm w1mbutes a maximum of 8 Inches o� I 2, . .1.. . , " I= C7 � , , , �� I- I - . , �' - , � z .: . . . .� , , . I .- - I : '_' 1= , - -1 �,_ I _" I a gray coment owribirwid!.M ccio�minaret pigments to match Architect's A.Builder,Contractor aid Subcontractor warrant that they are personally louriviodgeatis � , .. I � �� , �_' i. . I . S.Install cornantitious bucker units to comply with ANSI AIOS.11. . ' � , LU �- ffi 17_7 1�"�': . � . I . . � regarding the plant and sp6cificatlen&Uniform Building Code requinamants. :_1 -':..1: ;'�-;0 - -S CD - - .I .1 - . - � . �' _-I �-, -,�'� " '.1 I �.1.11 . -- Im � 1.Separate aluminum and other corrDd1bie surfaces tam sources of corrosim or slocrtm- sar"I'le. S.batall water-resistant=budding board pands at showers,tubs,end whom WA- ' '% I __ , � " !. 11 - �,<.11 �11 I -� . I lytic action. Q Firlish-Coart Aggnogdo: ASTW C 1197,marourtactured or natural sam.In ad" manufacturw recommendations and industry standards applicable to that work am Imt mated. Install aft I/ inch open space stwo pamis abut other construction or ponmetra- I , I� . ��' -� = .L , � , � ,� �' � - I . I � I - :'I ,I __ �' ,"". " - , . . . matching Architect.sample. their work will be"fanned to the highost applicable stomards.Builder.Contractor and Uum. � .: L I �' - � a) . '' --- ,� - � 4�" ", ��I . I -site tests with window manufocturer's representative present . . I� I� - -Act �.. ,.-.1 _._�I I 1 4- - I � . C.Field Quality Control: Conduct an Subomb,actoes furtimor warrant that any concerns regarding the roWirement of the plan ' _J , '�' -11 '. I 11 I � � I,I . � I I = . "C) .< ��-,�� �.�: � F_%��'. :,'�' I., I Testing shall be performed by a qualified independent testing agency, Z Foctory-Propored Finish Coat Focilory-pockagod blend of Portland coment.lime,oggre- and alpedfloctlons,and my Inconsistency of conflicts with Cod@,manufacturer or B.Exterior Sof%and CaR-qm Apply extenor gypsam suffit board ponall parparwilcular to suip- .!: -.. -I , .z . � __ - .- � I � ;1' '. - . ' Imemewas V5 � �= C.3 .,,'r , - �� ; ,,�.- I = compatible with base coat and finish textur.Indicated- P�ide color to match industry standards harve been readved prior to the fabrication of the work. p^with and)ointo staggered over supports% Install with 1/4-Imh opon space whare pcwAs , I I - 1. .-, '.1� I - ."-,I.- 1�".��'� I : . :-� I I . � . 1.Air-Inflitration Tostr C-duct according to requirements of ASTM E 753. Aftwoble infl- Z�lB sar"Ple. abut o0w consbuction or structural pandratimiL Fades with corrosion-roolotmt scrowl. I?���:'.___,:: . .. , 7""','r, ,� I..- , .' I I � _ _ : . . I -11 tration shall mt exceed 1.5 times the mount indicated EL Sound Tranondowlan Choracterdles: For gypsum board assamblies;wb STC rolingo,provide I - -, _J - I 'C) 6 � I I I �.� I I I � "* U) LU I - I �,:.� ,�-' "'� . Z Warter-Resistance Tosts, Conduct according to requirements of ASTM E 1105. No water M.Mbm and Conipoeltims, 0wroy with ASTM C 92B for ban and finish-coat mbn cot appilea- materials and cmsb�uctlon identical to those of asearnbiles whm SIC ratings we determined ,:1,'. I. I .I I, ,�� C..) -�' .�'I . - '1. � i -%. .d , . . I . � C.Installing Trim Accessorkm For trim accessories with bad flangem,Rem to toning ft the -'�: -. 1. I" 1. , I= ,� ,- "".,"_"' ,r' . I �" ,c I .11 I , ." . loduage Is wn-Jtted ble. according to ASTM E 90 arud clonsfied according to ASTM E 413 by a quallifeal Independent some fastanors used to fustan gypourn boarcL Othanvise,fastan blim occessorlow according to .J ��e I '' I= . :'� ., r , I ,� � . . � -I . 1..,I '.� :: I I I I � . 3.Window units mt meeting spacAed reWirements and units having similar deficiencies testing agency. �:' , . . I r 11 � .'�' � shelf be corrected 1.Foctory-Prepared Finish Coat, Add water only;cornply with finish cod manurfoctorWo occesawy mmufochwWs directions for tyme,langth,and spacing of fasteners, ' - I , 'I, . I � �'�I I I � '. S2 c) ;"' .. �' " �:17 :' I � . . '�' -LJ �, ,.� � 1.Install comarbood at external comers. I I� � ,.. _:_ 11 . I. . written Instruction. C.Fire-Ted-Response Characteristic& Where fre-resistance-ruted gAmm board assemblies are 2.Install adge trim where 1. ,'_!�, � , , 4� �o." : .I= = ., . , . - � �.,� - . . , - 11 " v,l-, 1, ;Le==ponel.voculd d1haress be imposed Provide - . . I, .1. I I � I., I . I 11 I �' :' . I I D.Adjust opwating seen and hardearre to provide tight fit at=tact points and weadwdripphil for Indicated.provide gypsum board assemblies that ore Identical to assemblies tested for fire re- s*trim type with , I .. �. I I I " " . to receive joint compouml,accept stwore odw . . � r I _T � �.. - ; � ., I � - , .I'� :. �� . I . -- r . . I I I -' "I' , � . -, - ' - ': - . . - " , � -: .�' � �' ' I� 1,- "� '�� � ,: 'I �'' ' ' . � '��' v" .11 I . � "�' ' 1�1 � i� I I � .. , , ",�, I I � ���' : ., . ormoth operation and a woothertight closure. K Mb&q Meolmnicall mix proportioned!coomentiticus and aggregate motarich;with water to midarme occonding to ASTM E 119 by an Independent testing and Inspecting agency"tabia types are Irukated. . �"� I . �.'" I�I'..'�I I-11, �-i�_ . . comply with=.rafmonced application standard and with raccrnmandatims of poster to"wities having jurisdiction. I .],*(A LC-bwd whers gypsurn pands we tightly ob,Ated to other construction and � � '� -."'� !"' . ..� � 1, - ��' . . � , . L Wos�down suffaces with solution of mid detergent in warm water,applied wh wit.doom maroldocturer L. ,.':!� ! . :1%- - I . . I . :M114 _ . .1 I :- I 11 PRODUCTS L%.-be attached to froming or supporting substrate. I I ,. I 11 � . � wiping cloths. Take care to rannove dirt from comano Woe surfaces clam. whers**trim can only be Installed after gypwrn - � � , ,� 411101111 MLLIM HMALHALCH ARCHUM , �. .: '_� � I.. I I . 1.3 EXECUTION . paws we in, 1. CTS, 1111C. .I,- , . . I sidled I CH ARCHrTECTS,WC.DGWSSLY RESERVES �' �, I I � �- , ..- . I F. Qaar�glass of pre-gland units prornpily after Installing windows. A.Lath' and F i Instal loth and"lindliodad to comply with ML/SFA M'Guld. AL Mwvufocihxrors� Subject to compliance with requirements.pro"products by one of the fd- Q Install aluminum trim and ot1w accessories where Indicated. PERMIT COPYP"T AND DTHER PROPEFITY RIGHTS 9 �� I I . I . lowing: BE WT TO BE REPRODUCED. �' �I�"I I I I - I I I . I I ur-L.,Lathing and Furr.ing, and with ASTV C 1083, PLANS 11RE I �.j' 1,. 1. I " . G. Do not use petrolaurn distillates to clem whdows. ==for 1.Gypsum Board and Related Productz USGA application manual. I IN AKY FORM OR MAPPIER WHATSOEVER.MR ILA") ' I., ' . . - .". I . - THIS NUMBER A(:COMF BE AMID 11 A T)M PkIl"wnWO FIRST ORTAMC .I - I � I� "r suffort of D.Finishing Gypourn Board Assernblies: Treat gy,sum board)airts,Intariar`461''mg'" ALL INSPE PERMAIDNAW COW"OF YXIM NENVLK&CH - . , � B,Install supplementary fmft NodLk4 am brocing at terminations In work and for 0.Gypsum Board Productc Typee indicated in maximum longthe ovollable thd wig minimize and- cwwbood.edge trim.control Joints.penetrations.fastener heads.awtow doirects.am Aw . . CT If�=IK Rd THE EVENT OF UNAUTHDRIZED REUSE OF �� , ,�i END OF SECTION , 6 1 1 1 . . fixtures,ealulpment sw*m heavy trim,grab bars,hakrak lumbohngs,and similar work to to'-and butt joints ki much woo indicated to receive gypsurn board application. ed to prepare board surfaces for dooprotion as recommended by the ,� I. By A THIRD I-AM THE THVID P49TY SHALL HOLD ,_ � If.,.. I � . details imlicated or,if not ottwwwims hdcot@4 to comply with appkabi.written In- 1.Gypsum Wallboard AM C 36.in thicluwaos Indicated ==1rownten in.= I :' I '.: .� 11 --iNtUm HEPAALXALCH ARCHITECTS. 114c�HARMLESS. ," � I =.of I . I : �. . I -, _X 4 1-I.f.,I� "1. lath and furring manufcclurer. G.Typs, Regular for vertical surfoom uriess otiuvvies Indicated. � . ..' .� _� ,,.1 00 1 No T SCALE ILAII - - I i ' -w b.Type Type X where required for fire-rosistance-ratecl onerrialles. E.Applying Taxture%iohm As followt .� , .' ., . LU ' C.Iodation: Where lothing and metal support**am abut building structure harteantally and .1 . I :_ c.r -resistant type for calling surfaces. I 1.Surface Preparation and Prhw. Prolocre and!apply primer to and other ,.I ., - I - 11'��. �' I ;, � �.� �".�. � d. Tup"' surfaces receiving text"finishes according to butm finish=C_b`.V'k13'tr.ctlm - , ,:.'�--I REVISIONS , .- where partition w wall abut*overhead structure.surflicilently Welds from structural movement to 9.Soq 1 , .� �11 I � � present transfer of loodlN from building structure. Install slip-or curableft-type Jaide to aboarb , .2...n�� �� � I '�. � .� I I L Proprietary Gypsum Board Products Subject to cornpilance with roWiramonts, Apply primer only to surfaces that we dam.ft and smooth. 1,, , 1-w� I � . � � . -, - � � - deflections but maintain Wood suipport. provide we of the following products w1hore proprietary gypsum wallboard Is h&- 2.Texture Finish Application: Mix mid apply finish to gypsum panels and other surfaces h_ ,_,', - ,-,,, No. DATE DESMPTION Im , I - : � '� j.-";,. � I - �' .. I ' I cated dicated to receive texture finish according to texture finish manurfocturars directio,mL � � I . t- I I , .�.' ,. , ..,�w I 1. 1.From*both sides of control joints Independently and do mt bridge Wo will"and Using po-od Way equipment produce a Uniform texture free of starved spots or ollhoor _..._�1, -11 �.I I��I '-t�',�"2 I :.� .. .1 I- 1 .' ��;�� '- -- - - , loth or SHEETROD(Bram Gypown Panels.FIRECODE C Core;United Sides vidence of th I I�- "�,--- I 1� _1 - �I -W , ,1 I . I I . � Gypourn Co. .1 a t=application or of opplicotion pattamnL - .. � '1:� .1,' ' . . '�_' 1, �� I I . . Present ftelm from coming into=tact with surfaces not k4cated to receive . .1, . - ;�"-'�11 . . I .- , - I � :- �' -co :_ � ' D.Metal Loft- Install metal loth whers plostery base code we required. Provide appropriate type, texture finish by covering them with masldng agents,poiyathylone fl or other meove& __ ,,'7 I�..'� . I . -� ; . I I ,, � , configurati.4 and.eight of metal lath selected from materials indleded that comply oft L Exterior Cypsum SOM Boart ASTIM C 231.with mmuloctursr�*standard edges,in "'6, ,-,-;� " � � I I - - 11,despite these precoutow to.tiffe fbionew contact thome mwfocas.immediately I I I � -1�� I , . � � I� I ', ". '.� . MIL/SFA gX'Gulde Spociftations for Metal Lading am Fw4'and with ASTMI C IOU . thickness Indicated -"o ,r" ' :: .:� . . drupping&and overoway a recommended by toolan itilob ff.ioudia,axior toAm.malt.I L""�'�.' -.. ce, 'h 1 4 .I I I . � I. . I .- , ,,, -. . ,.� a.Type, Rogular.union otherwise Indicabod. , . ��;"'.6 _'1 .' I .-19 � I 11 I , ,. � "W - -� I I . I I.. -rded asomblies and where Indl- dormils. "'� ! 'c'e - . .I I , . . �.' - * ' * I 1.Suspended and furned collngs using 3.4-4 minimum waight.donnormt-,mosh loth. . b.Type Type X*we reefulrad for fte-nnideme .I r�" I ! 'c'e.'.: o %- I � . C...> �"-1 - - . . 11� - I It - �� "". 11, " r; �,"4'� '--'air.' � -1 . I I I � .I I ..7��. . I I 2.Vertical metal fromirug and furring uskV 3.A/.nI Yd.minkmm Nook dhomaid-mesh - cated 00 OF SECTION .- ""- '�.-"�"�",,�,", I '�"-_� - . . %, - I - .1 � -Resided Gypourn Boddrig Board: ASTM C 630.in thiclawom Indicated. I � - . .r , ' �I�.:.'-, _-r �t - - I I �' I I lath md mid-ralled!chwavol stud turning, . ..3.Water :r 61'"",,",.'* �"- , . - ., . � . - - '- . I _., ",'r I. � .. z - - I - 11. ,- . I a Cwmk-tk setting bedis using 1" *L se welgint.diammel-mash loth. . . a Type Regular.Unless adwirlso Indicated. I I I :�' - �.41, I ",',. I - I � , I : I �. I ... I . I ry, - ., Y,sq.* � I � �"',, 1,1, '�. , __ � .�. - I � ' L ' . ,. ..:- .b.Typa Type X where reepired!ior fir*�rmmlwmcs�f assemblies and wimro Indg- �� I I I I I I ,', ol.�'; _,� �f . ,1� "_; 4 Exterior siteatined suit surfaces using 4-6/sq.)d minknum wallilhi.soff'-Urring.dia- ' . . I - _ '. "'r..61- 1 ' ;'. - ", - . .. I . . - � I, . � I . .-"-..��.. � r,'! -� .� I I z!'.-V�L� . � , _j= I "Hwid-mooll krh , , I ,. .1 � �-, I . � I , � I.,I " � .11, . ._. pulled. I ,, �; .. , 1. 1, . "')')��' - - I I , .- . i� I I . -11 I . I . :'� , -. . . � �'�azo�";L-:"'�,- __ - I-" � 1, � � . . � I �'�. : � � . I I . f -- . I� � � ,1, I ' �."�'','."":' . ..", ., ,.: -* -'_:��"3�k'_.'� �. � . � I '.�. ..'Z . - I �� - , � � , - L , I '� �I . .1 I � . .. . � .. . I ,i. � -,'� , I . . .11 - - . , - . - -,� - I �". . , I i I I . . . . . . .1 - I ., . . � ,,1. __ .�. .,_,_�.�'z.'�. , - � . � I I E.Pimpaii g Solid Surfaces;for Plastering: Clam Plaster bow am wbstratso for*ad appllc� � I - I ", . - ,� I � . I ., . - .. - I . % I . . - ' __-- -, .1 ' ^ _". ��I .,�... I - [ I I I � � . U.of Powder.removing lam material ow substances thwt may kTw*the WoHL . �" . . : __I 1, . . L"' . -.-�� - � �' I-,".��� 11�;'�_,�L--' 71W 1':I I � �- I -_ _' L �I I. ",I I � I " , _ ;� I _'� , I ' . . .. I -��.I �: I I I . .1�7� 1 : ,,_,,,r ��'.""*" I . p� __�_ "_, � i .'�11'� wo L" ,� I- I I . I .. . .� � �I . ,; I .. . � - .. I I I . , �, . . ., . � , _,� -".PROW : - - . - - I . . . . � 1. �. . " , I I .. I " ,_ � .'�.'� � , ,- ":�,.�" I . I � . I . I 1.Etch ocnads and comets unit surfocas Indicated for!�=d application � I . 1.�- . .. . I . :"' , I 11 . . . , I ,_`.1;"_' ��. '� - ",�_ ., ;'4__ -,__�f......� .' .--�; MANAGER DA -1 - I .I I; � � � � I I to obtain ad".;ta auction and=bwW of plader(whare ..�bundling -.. , ., - .� � � I� . . - I . , �,' : t� I :. _':��, -,� .'.'-, ��"-" �-I.,," �11,".'..- 11 � .11 I . I I I �.� �_,:-.I'.'- . -1 . �'. . : r'. I I I -. .1 z I ,�. " , �'f. , .-.:-"_.' '..' * 11- I- 4z -�'-- '. - '. � I I . I �. I . 1:11 1.-If . - . I -1. , -1 I - � . I - : 4,,, '-'�.'.�"1..Ill � I . -11 " I I .. I ,,�;.,'' -.�� -: " � - GMER: D.W. -�". �. . . ' I � . .- . -� ,- I ,�.�J" � . �"'. �.:,'.'� .'4'-�'.'!!.-�'.� , . . .11 �I,. I.1-, I I I A . I . � agent.or w1allitive is not used). I . --, : !.J . . - . � . � - - I I . . .. � '.. . � , � ��, �" . ._� � L ..;.�.�i I" .�;,' I _�� 11�.�.,-� - -. "'.".", .."IlIBM": ' , � � , I . C) I I . . . 7.i"5Y,= . . . . �� '� ,� . :. n . I '. . , , .1 I % .� � � . . . . " I . I . . - ., - :� - ..' ' 1 , � - , � - . 11 � , � . _'�.- �:" , . '.�, e A�' '_ ILL . - I - I 1 '� � . ,. . ': �. .. ' I : -�11-,� --. �" "'-'L�" ,- , � - , ��-""""''�'?r' - . . � �,pp= y . - ,�_' .� I ' %. % - .. - . . - . ' ' I , ' .. . '. :"�;� .''�'-%�.-C�""�"��'_'�" -, i1r, ': I I,- . I � _)�'.'� .- 7 � - �4� ' .' ..... . - . �� , - : �. ' - 1: . . ! I I - - - ' I . - . . �' - -. - '�� - - , � � - - "� � ,- ,:. 11 ". , � � . . � . I _:- .". � - . � I- I . .�'. ��.. "I __ -I-�'-1.1 "...- . . . �. - -,-�-" - = I I I . . , � . - . , , I .. .1- . : , . . I . 11 .1 . . ��':' - " , I � . 41 , g:�� . ;'�: '_. � � I , . ..1 - : .1 � L . - . -,1 � I � . � , --.,- ,,.--. - 'r .- '. - '.11 " "�r� .,, � . ILI '" I I . I:s � I �-�' - " � � EWED . . � ' . I , I . I . .. :`, " � . � , % . .. �I . .I I I , % , . - . �. , - - .- ,:" " I -7-,_�'T. � I I . . ., I . -- � I- .. . - . � - -� :1,I -- , -� I... ;1 .- ,, ,.��'L ,. , , . � , - " I I I - � .' I .. ��� . . . I , � -� , .. - , ., � !1iBUX 00,SUBMITTAL: All � '�" - �. I . . � . �I L . . . " i .1. - - . .. . . .'_ . "_ , , . � �','r �. � ,- .:_.'� �_ ,'z'" I : - , � _'�'. , - -� , I foomm;coordinate with scratch-mat mat . �' . - - . - . � L 1. I � � �. � _ . 1.11 'V�.,;�'�_" � . , ,., ; � I . . I I . I I ." 1. - -. . . ., .- I I- ...- , .. � . -1 "...�'. . ,� - . - - �'z' , , , . ' - : - %. . -'. ,� z;.":"I ., - - '_ - -;'��-'Z� _- " ",. '�,'��- - . = ' - I . . . . I .. - 1 4.Surface Un&Wnlrq Immsellabollyr bews platerin%dwnpm musfu0n Indicated for& .� . I .. - ��_' I" '. -�I I. . - , , _'�' - ' ; . . 1, - � I . I : � . .. - I I.. li%' . �. '�' � - -, ",*M - � � . � -.. . . .- I I I - '.� �'�_".. - - -� -: -�i�""'� �- r'- I ..�_;'-:��-'-�- -1 -4"-- . , '..'_. .' _, , .�.n � 1 I ,-� ' ".� I - . rod plastor applicatimL except"a a bonell agent has base applied, 1111almlim to ob -o ", �.' % . ' . �. .-.Y::- I I - ' : . . .��, , �� .1 ,, - : -11 - I . ,,��li: .",��'F; -t , W, -, , L._ � � 11 .�.�- .2��' -- ,-.�!�-' 7" :' _� . .- . . .I I I � . . �� I ,r,L . I - . . . I I -1 � - :�_. :z:. .-- � _ , . . - " . � � . .': - ,�' q ,'��__ .,.'�,, - .-, ,i NRCONSIRLICTION. - ; � - �.� i .,I ,I - . . I . I I . - � I I I � -.- I looln optimurn sudlon for I',I I Ii, . - I , . I .. - � : " - I. I I I .-1. -- ! I � :�-.- I . ".,'.. ,- _� � __ - . - . :,,, k .. , I. I . . -� I . . I I I I I . I I . I I . � .� n�:' 1�1.- I I . . '.Y - . . I I . .. I . . - - - . 11 �', - '"I,, - . I r'�",,-�1,-, . I� I . - � ' ' , - - --' - . - ;. - I -�� '-t� L -I � I - - . ; - . . . ' -' - ,," . ' " -,'t I 0 ., � �. : � ' I r . �I � �� ., -I ,. .. I � I . � I . .- . . �� , � I. I � � - I . I .. _... , - , , ,: � ' � ' " ' - ��. � - ..,----,'�.'_- �.' I � , '�-AMJAB: � . I . � _. . . .. , r . I � .I I ::" I ::":, , �' �-_ ,. I . -"',�'�Z�_ . . � ; . '!� I - , _. ' 1:,-.:, : :',', ','.'e_ ' '� -, I 1.�'_ ,�,1.1, - �, -1 I . I ."%q, I., I I 11, . � . I�.. .. - ': -:: �-�' - 'i ,..' �. � I . . "I -_ -� .. � _'.1-�: . .:' 1. � - I 1, "'7 ' , 'r. mix � _.1 �I I I . . ,�' .' , . . - . � I �' ' -I - _ � i - , - _-� - �' _'� __4 '. ,"I_ ,,, 1:11�.. ..'�" ...",.- -�i - ' .'.' 111,� I . , - .."--. ' - I �. ;- , , - - '� -, : � ,,!�:�. . . - I ..' . . : I . . :" � ." .,- ..' .��.. . .. " I I .1 . .. .I:- . -,.. ,- r -1 I.-I.- ". - . - '�', - , , .,- �' .�;"--lu ' �I. [.- . .:' � , "r, I 1, . . - -, , ' " , " � . -- - .. , � � �,,.. � - - �_:' � . ; -1. I �I. �. '�,-_z. ., , ;"''�, .1 I . 1. ._, .- , ��'I ;F1- , � -I, , I f I I .- ,. �' -::�'_,." ' ,�";"'� r I -.1 . 11 '. : � - . � I . .' ..�.." -I I WNW: -, , man= 140 - , - I",' -,�� '� - ' �' -i, I ' , -��.e,-�.'� I � " �11-.+,1 - ' � - - ` - - I I �� , , , , I , I . : ,... � , , . . I- ... . � - � __ , _ . , , , , 1 � , I , I . ' _�.��� � .� '� -�- ; .;�,':�.' , � 7 1 ., - : � . , I � � . . , , I -., �T'! -"� . , -. , I _ * .� - I .. ,'��L ' -- ,�" �'-r -:';� ,., �' - �%.: .I.': . - 11 .' .. .. . � - .� � . :;, � _:_%, � , '. I - - . - , - -Z. ' _ _ , ' -, - ��- r--, � " , �i;,Z ,. - - - ��, '.-. , - � ,-, --.,.-,,--P. � � r,. �,' , . I I I 1 I � � I - . �' '� �... I. - -. - . . . 11 � ., " ,�, - � I�I I � . I .1 '_ -, ", _� 1W ,'.'.' . �;111 I* . I I I I _" ' . " I �-��� : .. :-'.1_7 -.'� �-. T, �- __ "-,__-_' ��?. �� -; � I .. . , ���_.. .' . - -� ,' -� , � _:" - 1. , " � I � I � I , � , . . I 1 , ��': .. � ��' _. " � L .. I . ... I .. . . I � .%_ . .1-� I. � - - - I , � . I . - - �. . i . , I . I I ' .. . I - . I�-, .. -- � - - ' .":,i. I I ,��' - I I . -,�� � I - . * I __I � - , . .� __ " I. . 7.�� .5,�-'z �"-:,';,�' ,,�'.,�.:,'': - .�v I—- . �-� ,I�: - ., ,��: � - . .. I I I I .. - -. _ '_ I I , -, - �, , ��!� .. 1. e.-- . - -�' , L' ,, � I - �_ : r . �. ,- � , ,,- ,� � � � I��', � . ;:-_', , I.'- , :�� .- ,1,._., r _'�-_T- -f" . ...- . -1 � �: �'' __ . � . .. _ - - - - - 1. I ; ;. I'�.. , .. I - '. I �- � - _' . . - � . . .- I .. . � _ � - - , , - _ , , �' . . I- ` I -` '"' L' �_'� - '�.. - ; -,--;KTE' e- I 11911EEV .11 "I, ,� t 1� _....�I " I � . �. . . ; . _� _'__�_�__-1 I_ �-t�'- --,-..,'L�''�-�_ �'� , . -., I- .. - "...- - _:"� � . _ __ _- � � �� , - � : 2 . I 11 '. '�. __ - I , �111` I ..'��:_ . r, '. � I � .. I I , L I - .' . I . __ _ - - _,L, - .'' I 1, �� '%�'. � ., I .. I . � . � - _' ., , _. -- � ,-,-. -� � �. I " � - 11 I .� I - ... � . . 11 . , .","; .'. ', ' !'. , . '_�_ , �:' _. �._. 1�' - � 1. " - ���...... � �_ � � . �' , 1." 11 ",- '; I I I I 6 t_,,� ".- _'. , - . - .�. .��.� . L, , ,: � , . . 11 I I I I - I I � I �. � I . � . �1,�'I;, � I - - - :71 � I �__ - � .� - . . � - - '�- - I I . -�.' "' '; I . .V- � . I � . � . . � , � - --1� 11�11 _� -,� - ?!�' .1 �. .r . "- - . . . - .1 ' z t � , �_.: .- 1 I.- - �. 1'- � ,-_ -':�_ - - - - . _ , , I �..'-1, '. � , , "., I. - �-: " . ',: 'f_ �"�' -" � - I -, � . . . _ -: - �' .' .1 =�'. I. -I I I . . - � I 11 1, 1. . .. - . I I �� � : � - .' . . -�' , , I .a� ., - _. I.. - . � . � -: ': r'�' - - � : . I - -, 1. . ,- - ,,.�," - -" I - ", '-�: ';___',,'. �� �_' '-1 _' � . :,z . r I I I ; 1. I . . .:Is�_ ':�_'��' � � - � . . �. . � - - �_ t , .. � � I I , .-.,,"I - � - __; .'. , .11 -' I - . . . ' � 4' - I - I � . ,- . . ..� .: I ,, � ., � - � - � - ,� , �4.-..,- .. - �__.oz' ��_' �" �'- ,,--. *� -",-:, �. I: _W' '� I"'. I _ .1,, � , I. �. - " I* . �v__ _i� - 1= ' I ,, . �. ' ... ., . � . . I I � . I - I " .. 1. 1. - , ..' - ..' �-' ' : :I L 1i _:._'� 1. - ;. .I . I � " , _� - _. w]:'.� , _."- �� - � . - - . ' � . . . . , , � - � - -, - - � � � I . , .I� � I . , , - -- . - . � I . - - .1 . . - :' - , io .1.17 11-1 -1 - ; - - - � . , � - I I � I 11 I - -- - ' , -" � . .- , _. . . , "� �_:.- - �" ; I -1 I . -,-', -'�! .rrr ,-. I-, ',"�L - ,:': �� .1 � - -- ,,, - - ,�.. ___.:_�. � . _. � �:- . - . ,. - ' * -I-� �: , : �I ;t�_: �_'. '� . 4=11 ,I I - .:;_ -_: ... --, . 1 . - ' - -, x." "._-�". �, � � I GN3 ' - -1 , . . .. ' ' . �it"��-�-�� - , - . ' - � _ . .� .__ a" - ' ' " ,." ., " .. - � ..- : � . I � � 1. I . I � � I . . ..';� .- � -� .11. .. -�._�� _. I 1, � , , 111. _'. - _. 1-7, a I � I .�' , - I I . � .. �_ - ",- ' . - , , - -�-:� � : __ . � . I 1. I I I . . , - ''.� - - , �I -, - I . . . , � . - 2- ,) --S _�' , � I- 11-1. -'" 1: `�. ",-, �, I ,� - - ?- . - _�' ", ". I � _� . PECIFICATIONS �__ . �� .:, ':.'�; . -1 - �.� I " . , , . � . I .. 11 . '. .. I .. : ; . , - L - , I '.. '_�-,,_ 7:".,�', '' "I � . . I � . ,_GENERAL ,;. - '; -�' .. .. �' -- � . - -,,,, - � -�, � ,�..:-,-,-�:�,�� '..�:.-;' '. �'�'_ � - ' ' .1 - I . . � I ��I % � �. , r_ '. -, ,� . - ' __ - 1�1_1"" - - - - ,�'� . .� . .1 '', ' L � �.I ' � . � "'!__:, . � . ", ., L' . I 1. I -.'.- "I I -;*'.,.f-.::"�t",' ' - ,. ", " ., �_", '� - . - I '' . I I . . . - - . - I . . .1 . . I I '- '�-� - ,.- - - '. - .. . , '�. "it _'.' � " _- ��';'_� -'� - _ � , - 11 . - . - �' - � ,11�1 . I . I . ..";,.,. :_ I� I. - � % .. - .1-:, 1_'. � ... �_:.'..A_-:�;�' ' ... - . ��". .� . I I � I _: - - '�� � . - � .. , . - , - - I . ' ' -1 -, " � I . . - I - � ' 11.�. I - � : - . � , : .'.- . . � _�' � , --_ ' . el' -:�� - '�.�� . - . . ' . �' -" ; �� - . -�' '-�:." , . , ,. "', . 1, I 1. �, - . 'r - . . . - . _�%_-" , . � - . - . Y . ,,,r ,,, -, �. . , z' " . ,�� :'�� - , __ _ - , . I � � - �' , , _� , - , _ . . , . .z _. 1 - - � . - - ' - - - � _" _��'� :Vl� _ . - - - . - . . %., I � - . I : . I "- . � -, I - - . . � , _ ; :1 , _ .�,1". '�� _� -- ; -, . �"��-'��'-.'.-".�� I __'k___::.� �':__ �_�.' -� _,, ... -1 . .1; �, . � __:; ,I- , -", , __�' O'Cl -- '- ., I I - � "I I . - .. _ I - - ' I - ,� ., , �- __� , - - -.1 - . ':� . -�-��.,-.,: - '� I , ) :�' I r I I I . I . �� 1.� . I � - - . "'r" . . I '%� ;� '_� - �� -", .".. - . . __' . A . .11, I t ��:��','-��, � -_-,,r,,,,:: ,,--�' - , _--"�: - -�,'�& � � I � I � 11 . � 1� I I �� 4� - � " _�. I � _: . - __ ' ' ;' ' '� - , � . , � .: .- I � I I - I� . t . � . - � . ... . . � : . - -' ' *' '- ,,.;.' I - ' I - � - ' . ; . _-1;_', 11_�:'� �"i.'. .�.Z . � I ' � � - ,�z�'�"�."�o- , , . ' '. - , ,--",-,,,, r . . OCT 5 - 1, � . I I � �; .1. - � _ ':'__ 7�e . I �'.� , -S.'-, � ` :-. � �"_:'�'-'�'�� , ��:__�"__�_'�� _'_:%�*-�"_,.: _ - �',%�__: " � �--e_ 11__'.' I _t : 2 1 . . - -_ I - -- - - � , _11- `-��-"� : - - .. r-.;.-- - .I..'.1 - - - --: . - - . '.. � , I -71,7'�;m - ?� . I -'� � I __ I � � I - - I . . �'-I - I C ql .' I ;" ��. .'_'A- . " -�_ . � .' �'!' . - -�I 4 ��_� .-_�; . .? , ,-: - ,:-, - . �, � � " � I :'� � . .t . ,. . . ' -,I�' . . .1 t.� I-.1 - . � .� "' .' �' -�'�� � � - 1- : . '.�-' - -�'�;�-'�'��L-_ :��: , I , � I � . . - . - � . '� I . � . ::x' 1. r� -� � � .' � , - - __-�""':'�_�:"� L. 11 � . ::,, " '. I � .- �" �11 : ��" .- � - I � . � � - I � . S, __ 1 . ____ I -� - . -_ :z'��'_ .- , . I � � - .- - - - ,- �� , r : < v '- M L .. - - '-- -.: - ..._;-.:. Stbmlttdc Not .. •: - -. .. Y 09310-CERAMIC.TILE - >_:- ':..•.. :.... -. ._ D.Do not paw prwikvidhed Ronms.ooAceded asrEoor,IFYhed maid srfaes.operating Parts. _ :.t AYn.fbotc Befaa applying finish malt.cPNr a prime coat d mded4 a raomm�dad by ,. IN-Yadtd�/4M..bhq { - T2.PRmUCIS °tins manukafar.to motrti that Y squired to be pointed or finished acl that has not been -..t GENERAL, ,:.; L 1=Do not t o�wr IAierwifrn tdaratake(UL),Factory Mutual(FLU adisc - ,::r waded a others. Ramat and«deal sar aces where evidence of auaHm spots,or .. ,-1.1 GENERAL •-';7-,_. ?:�':t ppaoinYh ..i� : Avaible Pro Lutz Sbjad to txrlphKe with rapukrmnrnts.almost vYhl icon mrrYrg.Bed .." .; lade-nqukad labeb a apulpmemt tress.MentHiootbn,Performance rating,or nprw- _ » A.Buider.Cantrmta and Subcontractor wawa that they are personally knadedgeble .. shall be Into the Wyk will be as weave b the Interior In Bs,Intake, plies, sssded rem twat appeal,to rrra a tkmYh mat akin no ban fbraugh a otlur N- .��Camtrada and 916mutraeta warmt that vs, ..'regarding the plan and wadi coHae,Uniform Bowing Code requinenen4 khmbD°b°bd r fyee4e lseb sodkmy r' A WrNhq .trhahufachnnr rxonvrhehdatInna and industry dadada applicable to thnb veal and Hsst Dd9°davi^gs and specifications- G.Suns Ltnnations mtafi block dem primers,and undercoat mdarfda for.adn coating ayr - _4egaAwq the plane ad spedocatbrhs.lkafam Cade c their.ark will he performed to He hyrad applicable standards.Bolder.Contractor and ,' 1L Shest Vinyl Floor Coverings with Backing Products carrpiyinq with ASW F t3W and with re-- ;.:.�tan Uw cane rwssbdurer a the fieidh caafa �L'Caoplew Work Match approved ample for cola,toxins.ad oowopa. Reeve,raMd, -,�inauloetrer reoswrhrmdofbna ad Industry standards to their oak one Usl ,y WILLIAM FIEZMALHALCf-I Subcmtracta's further arrant that any mnorne rsgadng the requirement d time quinemenb spedfleel In the 9eet Vinyl Floor Coming Sdmdde. .:: -,,r repaint work not mrtpykp with requPananta "4hein work NI G Derforned to the highest app8cdle dmdvb.BmAder,Cenhalar ad - y - -and specifications,trot any kmc«hWlerryr d c°nllkte with Cod4 marrkcHrar v C.TrowaWk Isdkq and Patching Co pmmdc Latax�nodi8ed Pa>�d-Can�t-boned for - :.:9dambactde krUr aarmt Mot my aaN:rm regadkq the raquFrnanb d tlr plan )niriryr standards hone beer red�ed prla to fM t°brbdlan d 1M wok. mulatl°n provided a approved by nos,covering mawMcturs fa appllmtbns indicated i:Ddna mdrWs to 1M Project Site n monulabaar'e aignd,myard podrogr ad osn- .k Field Wdltr CanHd: The glut raerwe fins, t�4 'f'F'+-.'- �A R C H 1 7 E C T S 1 N-C - G Adhsehee Data or appr t lance beaky mawtochxar'a mono and kW. right to o gage Me srviw d an hdsprdmt .rot spedlicadom and my kroaeYtency d mdlob dM mwrhahxer a 17875 VON KARMAN SUITE IW IRVINE CA ON144M . '.r..; type reconmwAd by mmufacturr to suit deal vinyl fur cover- - testing to sarple the pant material Deng used Samples d material ddiveed to the .�, "idrWy etamalaW from been rewind prior b the ibrioetien d the work - 94/250 0607 wws.WrrdhlYckpan late 949 250 1528 1 piumbing 2 PROIXlCTS Ad and enbs ester xrdHaM k dcated Stare rtgtrida not n we h tightly eovr+d containers h a wi�r tW4d sea d a rrninrn Profit!e`are tdu4 ldntlhd sedsd and mrtllW fi the praerrw d the Sy6-Contactor. 81 NCP/AROROAO SIM301 AEASWICFI CA 245B68:5Z7 E Heat-Welding Bead Sdtd drmd product d nos,aonrnq manufacturer to Mot-veld ng rnbiant tempratre d 45 deg F. Mantan containrs n dam mrdtim•free of foreign matr4 I.Too testing will perform approprWo tests m regained by the Wont fl sydrn to to Me Practices of N war Supply al labor transportation and ffAtwW$of the Installation of a ematrida to " q?5/83 171q In US 463 17a - scans in cola and pattern selected by ArMHeet from mowfaetrls full rags,of colas ad ter•and ro"& Protect ham breatng Keep Acrosp awo nod and orderly Ronan coy mqs ogr�ey - `A Maanf°aGrsc Subpd to°a"pgmw with rwq°inerr vets previda prodcb to rnatd the potions, and waste daily. L Ir tests show matrial behg used does not carpi Mth specified requirements.the Sub ampr wNh d nPr+nnb a N lgdy m rtih W aathsRlsa bale yrYietYa selection s idicated on the interior design drawings - - - Contractor shag ranee t tram yy - , '$ANSI Crank ne Stadad Provide w Mot with Stadad trade roquMnehb d 1.3 DECUnoN °an�e rejected Don tlme ene,pay for testing,ad rapaht luxku6g d oaurmty coed slate Oadr and arrlimeows ANSI Amon, 11.St and rd:for Cevro 1th t tfor jq. ft Sattlms.ad other charactrb- - H axceids as percents. oar a t ie.Rtotm 5 cop F aDars it: pok,t obi m mar y alas,lu prevla,dr maw with He tfrom pant If n.aaay,tin.sob-c°°wdar may .. - Hon kdca.1, A Fianhe substrates,seas.and owdniane shoe Installation a dad whyl fur palvinge A exc surfaces 85• b required to remora ro�eteat pant from previoody Pohlad eurfoces it.an repainting G N poi by t ftxturee and eappnwt ehal be tho&e Yhdpcatad n Ms>Ydrw ldlsindss on with spedffd pant.the 2 coatings we nco pdEla ..hued by llr Bolder. _ ocar,with Installer present,for oanphwa with manufacturer's requkmwits. Verify the sub- - �D AgCy G ANSI Standards for Tie Inddatim Materials Pro"materials owroykxg with rofra sot "a and condtfons as satisfactory fa Aw canning installation and amply with ropdre- 1.2 PRODUCTS G rWa At the ad cite carats,empty ova regr n6bYu and otlmr dlmded 0. And a r drop adr heater to raM eaH pWa moflac UPC Ssellan Si65 ay �T pan - 6� FH�mai F NISI standards. menb specified A Available Products SuD to with L Dater o utlNs with have attoc menb and has bb must have apprawl non-ronnwoDle _ ]act mmpl{amca requtemenfs,erzterlor petit edora the dmdl he noorpo- 1.After competing pointing,atom glass and point-spattrad euiocoa finnan spattered type back now prssam8m tleokas k.Wk d UPC Section e0S17. _ 3 M Colors,Textures,ad Patterns Fa tin,gout rot other pprroducts rraeqquuHN selection of colors. B.Prepvafkn: Carey with Meet vinyl Boa covrnq maufacturers written Installation inotrnwibna row Into Us Desk will be m sdxted by fM Interior Designer n Bs,NdmnxL point by washing and scraping. Be wehd not to scratch a donoge adjacent MMed a No.0 2920 surface textures,PattaTm ad other appearance&"Oct.dstks,corps with the following re- for preparing substrates indicated to receive sheet vinyl flaw mearhgs. « ` quinrmntc C.Installation; Canply with sheet.Any floor covering manufacturer's written katdlation hstnctims S.Material Compatibility Provide block Poem,primers,urAwwate,and finis-coat matride that surfaces. F. ihovke mhtrswru Of 1/C jar bat rape bur harizonld drainssq pipe UPC Soctlon 71fl1. . '.r 1.Match talon.texbres,and patterns hdiooted by retrencinq manufacturer's standard war°a°D°lae with are mother and Me substrates fidmted under ordttlans of erYlee and P.Protect work d other trades,wihelfner tad a not Cared G No vent hen inhdYeet wets red canhbinha wflh an ear OOYleeted van but N dsdgwUans fa the characteristics. 1.Loy out shed vinyl floor coverings to Imply with the flowing requirements application,es denhanatratad by mamufoctxr Dead m testing ad hid epriencs. 9 Pain °9° 4a^ap�'P°inU^9• 04h9 Y L Provide Interior Designer's selections from mrhutacturrs full ramp ofcolors,textures, a Maintain unHormfty of shed vinyl floor covering direetin. - damage by demfiy pairing a replakg,and repainting dmd eetrd separately to auWde dr.UDC Section B0.1 A�v and patterns for products d type indicated b.Arrange for a mhkrum number of aeon and plots Hem In kRxnspkvas oW C.Mould Pain Provide maufaers Adars beet-qudny pant mderld a fct vviws coating will types 0.provide'Doi Point' a to protod nevi P°ntad flnlehw Raman t For Beexhibiting cola vuxntions within the selected du low-traffic aeon,and not less than 6 tides from parallel pints h noahg ebatrotaa Paint-nsstsrid containers not dlgbykg manriocturere pmAcl identification wM not Y rating p patio s. H. goMas waelmr standpipe r6 and 0 h extrd between to ad 30 hdw den its try. : E Factory Blmdng q ranges during Sample c Ydrh edges a rat vinyl moor cavimq&for cdcr°w°Y shooing and patlem at ocarina be acceptable, wrappings Provided by oMsa to prated Main work after carpeting painting operative. The trsp end b.between 8 and 10 hdmse dew the poor.UPC Section 8D4.1. :. submittals,bland w in the factory and parkoge so tile mils taken from one podcoge new the d Avoid or=aeons. 1.At ofconstruction,activities of other trade,touch up a d a d restore L Pressure re relief m l d terminate outside the within a to 24 saws rage in colon as those take from other Podcages and match approved Samples. I Heat-Welded Seams Rout*is ad heat eclat with welding baud,permanently fusing a Cdam Provide sxtaior cola adectims s YfrRoobd In the Architect cola ededda dsloe pointed ex/acm Comply with praedues specified PDCA . krlme of good and paining elan.Such drain may terminate at atlmr a{pe°ved ^jam - ='. F.Fatvy-Applied TenPaaY Cooling YPa•protectsactlore into°seamless Boa m ::. '. _ - - Protect). Where kmoimtod motor w t a- 1 Had r°o red urnyyl1 flw a°vernggee In both directlma from wntr,out to ahbed four 1.3 EXECUTION - - -kbmxrhma 11Pc sadlm eDe.S - posed aufoces of tie against adherence of mortar and grout by precocting them with a anthu- coverings fi odheoive and drnlnale trapped air. END OF SECTION d ClowmAs rid be plaed iaide the now the mrrwit ins bewwem the am film of petroleum poraMh wax,applied hot Do not°oat unposed tie urfocro. A Examine ub point cop seas,ad wdtkss anon shagich panting y in performed to dory c �^9 of ON 0.Clem and protect sheet vim nos, to monufactrWe soften reaanmendo- Q1C°with pant applbotkn requrehmta Do Ina begs to apply paint until unsatisfactory canoi- bran drohn mdsd to gro&UPC Section 719.1. d the beer and d the Q Tfrn Units, Provide tin trim units to match diaoctrbtia of adjoining fat w and to comply �° the have been corrected and awfaos recehsg paint are tha°ugMY dry SECTION 10305-FACTORY BUILT FIREPLACES 9 _ time. Clem flow coverings after installation and not more than 4 doyen before dates sdhahaed with the towing requirements for Inspections,Meru to establish date of Substantial Completion In each waa d Pro K Gs,piping eland not be Installed In a an the under a UPC SecUm 1.Ste: As hdcotad coordinated with sizes and mooing d adphing flat tie where a*- �' fl Willy f the d Desk Review oMr Sections h which primes aro provided to rrre oarpatF PART 1 GENERAL 1211.1 g°m+d bddny tables billy of the told system to various substrates. END OF SECTION1.1 GENERAL - K Wotorpraolkg for Thn-Sst TH Inrtalathons Provks products that coney with ANSI A11fl10. G PropoaHar. Remove hardware and hardware aaroeariea,plates.machined surfaces,lighting L Rovlde bonding tram ask to hot ads piping to comply with NEC Section 250-M. fbcbras,and sinla itans dready hstaged that are hot to be printed If removal u Impractical A drldr,Cmtrador and Subrantradar warrant that they are personally krewtedgebl r a YnPopWe beaus of the We a t of the Item,provide rrfioee-<ppfied protection be- Y. No damedk se of on shot be wwasher to a drobeaggap UPQ c/cod we4.dispser :`'..L Paumd Crrment Mato Installation Mat.rlde Provide rtwtarhs complying with ANSI A1DatA SECTION Ofl6B0-CARPET weight ngardky the plea and specifications.and In ustry standards Boards Cods ble to their wilheat time use a en approval dishwasher ark IYC.Section eo7.4. ' foe suAaca preparation and painting. ARs tanplWg panting apratbns in each space a manubcWrer rscommmdatlons and Industry standwds applkabl to their win and gap fittny =T J.!routing Materials As,flows 1,1( wee,rdnatd items romoved acing wakes dJed In the trades nwdwed that Heir work will be performed to the hkjast applicable standards Builder,Contractor Later-Portland Cement Groot ANSI AII&6 far mateha described h Section H-2.4, vat Subcmtroctars Jrdw warrant that my concerns regarding the requkemenl d He M. In raves and tubmixing vd er aanWwtion wntrd hews moat be pressure bdamced a composed a follows: A Builder.Contracts and Subcontractor warrant that they we personally knowledgeabb D.Claming Before applying pant a other surfas treatments.dean the substrates d substances plans and npadf cations.and my Inconsistency of conflicts with Code,manufacturer a thermostatic^fig dva UPC Section 420.0 Q a Dry-0,wt Yixbre: Foetay-prepared mlxbue of Portland ce- regarding He plane and VedficaU°ns,Uniform Bul Code roq*mhonta, Md could near Me bad d Me wlooe coothfw Rmssva d vat geax baf°re dwhkmg. }mheWy stmdab have bow resolved prior to the fabrication of the work mart dry,radfapersblo,eMyles vinyl acetate oddti e;and other Ingredients to r9 doming pointing coo dual and other cmlannmb ban the.=process will o. N water Basel(ialds)rrd use Ina mess tram 1.6 gallons jar tarn(UPC 9131 - oduce rear work er vibe performed to and industry,stadaW tmdwapoka le to their wok and that not fed mwet.newt pointed suraces.pp 9 Mel work war be performed to the hi y c come re wiandvds.BJdr,Contracts and Y Pain - B.Furnish d products. tort'mterial accessories.and tabor necessary. provide° d cows 1)Unsaded grout mixture for pints 1/8 Inch ad narrower. 96cmtrata's Arthur warrant that any eweann regarding the requkarrmwc d the plena Installation of Me factory bust fireplaces wlMn Me apeciecatiana,emrhge and olive ..Q O 2 sanded grout mixture for pints 1/8 Inch and wider. and specifications,and my fimnsistecy of cmnkb with Code.manutochow a E Surtoca Pnpaatbn: Clem ad prepare auriase to bs panted oeeadg to masdochris quldoiFmes end forth for tide project N work red also be performed within the scope of 11 PRDotlCls(NOT APPLICABLE) U Industry standards have been readved prior to the fbrkatbn d the work written Instructions for each particular substrate condition. toe mahukcturere warranty. 1.3 EXECUTION J K Elostomerk:Secants Provide masuAzWrr's"Kkrd drnicaily wring.slatanerk sedmts of base polrw and dwaetoristb hotater am m that ply with applicable rowli aim ofW-- 'IL Do not Indd west over concrete dabs until alb rd uMdwB dniu dll s have cu ad we y dry to band 1.Carnas Materials Remove oreemnce,dhok dust dirt Taos.ok and err C.Delivery of prod shot asci be scheduled so to s for prompt installationA ANsruprwl dud b inhtdlad per manufacturer written Instruction and yedfmtbra. -�/�ryes _ •Q -sbn 7 Section Joint Sealants.' - with adsehe and concrete dabs have PH range reoanmwhded by wPd manufacturer Wase agents. Roughen as required to remove glaze. If hardware a sedan have bee Immediately following dotho" ANmounds shall be fully protected from damage hen rtpyn END W SECTION co used t°Improve surface ring,use mechanical methods of face prepaatbn. Use aWooive other Dwell do as w damage from Inclement an d other unforeseen jab cite .� L Co nentitlous Baler Ur tc Provide products g with ANSI A11B.g,of thickness and 1.2 PRODUCTS Dlat dearly methods H recwrrr anded by paint manufacturer. Dasade _ widN indicated in mcdmum length&as to lable to mhknin rot-to-wd butt pints. - a Determine alkalinity and mohtre content of surfaces by patamhg appropriate A Available Products Subject to carpioce with requirrnenls.carpets tilt shell be incorporated testa If re-we suflhently dkdfie to Cara the finish point to blister and 1.2 PRODUCTS SECTION 18-ELECTRICAL .� 1-3 EXECUTION _Into the Desk will be as selected by the Interior Designer h the Interior Design drawings and elm,correct We condition, Do not paint surias where moisture owtet exceeds - _� ..k Provide concrete substrates for w flows fistdlad wnh dry-set a lotax-portland cement mortars spednationa Ust PrmRted n manufacturer's written instuatbns A N heplacse and required axmabs rind be s rtbastoehxed by Flwtiata,Inc 1.1 GENERAL _ tkd complyy with flatheea tderaces epsdfled h referenced ANSI A108 evil&a the Mtalatkn I Wood Clem urfocs d dirt d,ad other foreign substorras oft scrapers,mkrd 1915 Word Sandra Street,Mt Pleeont.low° (800)543-2848, atadorde fa Inatdlatlans Indicated1.3 EXECUTION splits,and sandpaper,asrequired Sand■M ew m an oose exposed to nath d dust off. A &ids.Contactor and Subcontractor tor warrant they we personally i-whodpble 1.line trowdable lvoiky and patching compounds pen tlrxtthq material monufacturer's g.Scope and stem red,drys sea&oned knots•ad apply a both coat of white red- fl Modd number: EW.I.C.B.0.#NER181 withal Indicated and required occ seo es regadhg the plan ad apedtkxdkns•Uniform Buldhg Code requramwts. -• "� written Instructions le ne ton patch•tide, ou depra tile- A Examine substrates,wom and conditions for compliance with requirements for rrgdmum la or other remmnended knot sailer before applying printer. After priming.UI s stated wnhh the&as"and specifications. mmubchrw ramnrnrndatlae and industry dmdords cop k,".to their work and the Q ;_ 2 Remove protnuoias,bumle,and ridges by°anbh9 a 9rkn4°y km mobtoe content alkalinity range.Installation tolerances.and other conditions affecting carpet hots and Imperfections inW*h surfaces with putty a plastic woad fbor Send their work will periarrsd to the highest applicable dmdvds Wldw.Contractor and v performance. Verify that substrates and wditlom we satisfactory for wpd Installation and month when drkKL Subwntrodvs Arthur warant Urot my concurs regarding th.rs¢demwb a the Plan &Blending For w exhbkInq color variations within the reove selected during Sarpa submit- comply on requinmnente epecil4d. b.Palma,bdain,a sot wood to be palled Immediately on dslhry. Prins edge, 1.3 EXECUTION and apedlkatlae and my YhcanWtenry d the confllcb with Cads.rnmahcahacturr a lade,Vr1(y that a has been blander In ns within t e n padcoged te w mina then hen one ads.faces.or seat wood and backsides poise a wood ndWng cabins.,caanten. 1.Tustdl in aaadmce with the rewmmeht manuTatxer'a ernten insinuations. Industryqxi 1 adads have been rw istan y at b the cis ith d Ma wok po�oge Brow the ass rage In alone s those taken from other packages and match cop- 1.Concrete Subfoors Verify that wpeb albs campy with ASTY F 710 ad Blobs are rasa,and pmeAng. () Z paved Sarps, dry ad free d wring compounds,seders,handers,and other materials that may In- c,Book primed a�gesed wood ton as Idkated an dmwkg&prfv to Installation L Upon wnpletln of this hstdatlon,visually Inspect d exposed surfaces. Toxin up B. Supply d lbw,transportation and mdwhs for the Installations d a tomwe dectrkd C.ANSI The Installation Standards: Comply with ppaoritlt of ANSI A708 srfn d w hatdlatbn trfae with adhesive bond Determine adhesion and alryrhm dmaadakUw by Per- d Sad taps,bottoms.ad adaub of unprkned wood doors with a hurry coat of w- .. aaatdw and brmiaru Ntln toxin ap pahc roarnmerhded by the mvhufochrer, ystenh to ap.rots aaoding to the best practbr d the trade.N wok coed materials b �" LL 1.il.1 stadvds in'specifications,for Installation of Carank TN'that apply to types of setting ad farming maefoctu bond and molatwe tests reorrhmrded by carpet rtnawufa-•has and wpat rwr. 1 Ferrnishous Metals rClem dy an defiverry.J (emus-metal surfaces that have rot been L making erfectlon for Invisible to eye from a dltams d fur tst coney emir d raquinerrmwts a d legally constituted aMwltles haring jrYnldkn - O a •' vw! 'grouting materials and to methods Indicated I Fa wood subfloas,verify urledoym rat surface le free a shop - pr°Pr°Pr hdudhg al tarty and duals coda and ordkmahu.. ka ealvitir and substances warted;reran al,gqeaen Mkt lose min scats.and other foreign ubwiacs Use sot- la Extend Us work into roceses and under a behind equipment and hues to form a complete Heat may htafere Nth adheshe bond a raw thraugn unlace, not a mechanitd demhg methedo Mot carpy with the sled Strudar Panting END OF SECTION ' AN electrical cove*without inlemuptbne,Was otherwise hdcoted Terminate wok nwatly at dntrue- CunCr3(SSPC)recommehdathnS. - C. laW 6 they equipment ad ypikncs end b.Hmose kmdmW a the Pochrw edmadM so _.e- --tins,edged errs,and without dirapting pattern a n pint aDrrrmrmts fl Preparation: Comply with CRI 104,Section 6-2.'Site Conditions a Floor Preparation,' d w- a,Touch yin bve ores and shop-applied s ep-applied par coats that how been .aZ V poi manufacturer's written installation Instructions for preparing substrates Indicated to roof" WM-brush,stem with solvents recommwded by point manufacturer,and touch SECTION 15A-He°fing/Ain Caeditbbg G AN125 volt ongle-pham 15 and 20 arymrs receptacles Installed o tdoos wire the Is "£Accurately farm htraxtlana ad returns. Perform gpa�yttyl�ng and drilling of Us without marringwpot fistdbHan. up with He same primr s the shop Coot dined rode fed access,red have ground-foot draft Interrupter protection spa :9// 1.L1 5 •,;e Q f r �wyy�bI�eL� �e W-efefQiM�utlecs,pgrp9 Ens,�11°rtl�{'I� y,g n�ioat0 t 4.Odva ized Surfaces: Clem golvmted surfaces with nonpetrdeum-booed solvents so L1 Ru prawnr.NEC 210-8(A}T. :` W aK✓ 1°s,h FXCBefu ° Pew C.Use trowelaDle leveling ad patching compounds,awarding to mmuf°cturerb written Mtruc- surface Is free of d ad surface mntankssnia Remove pretreatment hen galvanized "l _ 'plots,odes,a covers overlap tk thm to d crocks,holes,and depressors in substrates. and meld fabricated from col Mat by medssdcd methods. A Buhr,Contractor and Subcontractor warrant that they we Personally knaledgeble - E Outlet Doves an opposite video of fee resistive wells(occupancy sopo oW wale F.JkonttinEq„Pattrmh,:,r ley w in gist,lpoMft�s,n,mMle,�ee�a,Mh�arwsiW�ki�dnwf,,e,,d+��A,llgnr,kAnvtsf where ad)*- - Isgadkhg the plans and apednwUms,lhNomn 8usdhq Cads requinerhts, between dwdkg and garage)nisi be ssperoted by a horizontal distance d 24 hdse. II'baM-�ecTFwk�br On eaf➢raa. lulpi[r6lDMilmtfi W-tLtvnq. plYhia$ D.Rarnwve awthge,nduding awh9 wmpohnds.me o8r substances that as Ynmmp°tbl with F.Matrids Prspadl°n: Mix and papa"pahl motarldo°cording to mamabctrr'n written her _'•nrxubdurr recaanedatWe and Industry standards applicable to their work and Mot UBC Sxtbn 700.7. y ter ds udheslves and Mot canton soap,won,d,a dkwne,wHhaut using solvents. soudkn Main work will be Wkmwd to the hl�est applicable wiw kr Bolder,Contractor and ' Wmnann Joint widths,mraess othhrwis fidbated 1.Sts mderid before appUcathan b produce o mixture of uniform dentlty Stir s required Subcmtroctor's hrihr warrant that my carioca regarding He raquiwmwb d the pima F. Yarn service pant electrical loud calculations wind eanlarrrh to NEC 220. E Hook-and-loap Inatdlathon: Corey with CRI 104,Section 10.5,'Hook ad Loop Teahnalogy.' .:."apiplkgtion, Do not stir surface Sm into a atrld. If nessaay remove urfoca ad specMootiam and my hanWbewy of conflictswith Code.mmulctar or .; Q 6pmrm Joints Locate erOanoim Ants and other ndmt-ded phb,kndudinf whtrd.con- Um and strain material before udq. Industry stadais have been resolved prior to the taWkatbn a the work - G Provkis raMng at asvioe mbrms to amply with NEC 250-4U a 2W-e3. e1/01 Yve.L1AAI kEavlAtHNLCH MCwyECTS. lint. '. F.Stmtdh-h IstdoBnn: Caney with CRI 104,Section 11,'Stretch-in Instalatbn' .traction,and isolation Ants,wee Indicated during installation of rHng matwW%mortar L Ur ady ftonrs approved by point mmuloctar and aiy within raarmrhded inners, C - T" beds.and Us Do not saw-cut pInts otter Installing ties. i lkppy al labor,tmapalatbn,mdrhs.etc.to Mtalfatlm d compote HVAC H. Pixies in chest ewi rtsshtauh 18'ceorahge tress amboetllea NEC 410-8 •�` �b AA'� _ .wkiLw arrD�wluLcx ARC-S,mc.t7aViEssty RESERves 1.lacats b n w surfaces;dectly above pinto h concrete substrates. G.Star Instalatim: Comply with CRI 104,Section 12,'Copal on StairL* - ,.system to operate oaardnq to He bad practices of Hs trade.N work to comply with d R M - hS cowal taw Covttuixt uw OTHER PRCKRTY RW4M 0 - 2 Propose bad sdmb to with ate d Dhhyon 7 Section'Jost G Applk:atim: Apply pant according 1a mamfadurei s mrrKtm knetrudiona Use applicators and fai*aments of al legaly co stituted athwltls hang JrMdcUm kxduoing d co my L Provide fit proleBm pr NEC 210-8(a} - m•aYs.TNese Ports ARE NOT TO BE Re�Raouc50, sopose �Y comply rRukr° H.Comply with carpet mmufaturWo writt n recanmendotlons for son locations and direction of tecM40 bet saw for ebstate and type d material being Wplld and state code and adnmces THIS Nt)/y)BER ACC0=f.R a %era 0,'MANr�R wmulsDEVFR.fimR � wpet maintain unffonnity of carpet direction and lay of pin. At doorway%center moms under - J. Naernrr/spaeiy d Wctrkd outlwis ALL INSPECTIONAL R��a TND eoritseian rrwsT � IL Groot w to comply with the requirements a the foil wing w Installation standards: the door n dosed position. 1.Exterior point Colors.aortae treatnents,and&WHot we hdcated In the Arohnecb cola KIMMUL C N HVAC eg ipnr t and Pod vies roil be eWoted by the Builder. BY A W THE Evart ur t1NAUT MR®REUHE OF 0 L Do not point over rfrt.rust.scd4 grease,moisom scuffed surface,or whdnims debf- 1- gmrd WLU PUNS INA.HAL THM PIVR'A THETam PARTYHARMHOOD 1.Fa crank tie grouts(sod-patlmd cement dry-sot,coorwnercid portlmd tenant ad 1.Level ad border mantel to formation of o durable point Bon. LL M HVAC eQugrtwxt red meat al the repukenwts s IuWmtsd n the Title 24 ) library d In wrY kNban= corn,dining cocain ruing roan, _.Wve1tAM IIEI1,ttALilAltai we.hhARAnFss. T .:..ltax-patted cement guts),comply with ANSI A10B.10. pnnq edges' _ J.Provide finish coats toot ww wrpatble with primers used. Calculations. parlor,library dam en room,bedom�recreation roan a sinnla roan a as .. -,d dwslkg cans,receptacle outlets del be installed so Mat no point dory Me 00 NOT -SCALE PLANS L At dowers.bribe,and ohm Irdhded,instal canmtnhs backer units and treat pints to cam- L Out and fit carpet to butt tightly to vertical surfaces,permanent hhres,ad built-in fumwra bur- 4 The term'exposed srhss'Includes wes visible when permanent a butt-h items are E 1he Bride end pa the origin w:Wmt a WUg of heathy coding and oats fur Una h an wd - car with NISI AtOB.11 and mmawufaturr'a written MWctiams for type a alpp6mHOn indented _ doling cabinets.pips•outlets,adgngs.thrsholds.and nosigs. Bind a sd cat edges in place. Entail coatings In the vas,es rerded to maintain the system Intow" floating sywtes hsfd d h the and Instruction an ha b use Mom efnciun - - n m wall �feet Y nor more.the a tidt hen th ad n flat spas, W. rxwemended by carpet manufacturer. ._ and Provide desired protection. _ Y �f> panels Inextrler w2d& but du6hq doing�pmslws�rYr sells. 'REVISIONS Q R Paint surfaces behind movable equipment and furniture the ems as similar a 1 f. M.dhonkd ventilation for toW compartments.botivcoms od lomdry rams rhal be NEC 2I0 a �1 ♦Instal waterproofing to campy with watergoofing maetactu er'e wrktan Inetr ctyms to produce J.Extend wpet Into ton dw reveals.dowels,open-bottomed obebucUwA removable erfocm Won the find Installation of miulpment point srkese behind �� a waterproof nhemWme of anifarm thinkness banded aenrdy to nbatrab, sP°tes. PenhamentlY c pble d ProAd rag 5 din dwga per hour.UDC section 12013 2) lOtdrm canter taps:rowptade outlets red be Installed at oah counter spore .�`' •�. DATE DESCRIPTI01'f flanges.droves,and similar openings. - fhhd equpnent a furniture with perks coat sir• - 12 hones a wider.Receptacle red be nst°oed s that s ponb axone the rot -: '.:K Do Ind hstdl w over waterproofing until wotsrproohug ins aced and been tested to determine minimum fl Paint bade sides d senses ponds and removable a hinged coven b match apoeed - 'fi N ducts pw�ing R-3/U-1 fro rated wdle mAnt he° � a reaptode outlet in span.I ✓ A �'x r that n is watertight K Install pattern pallid to walls and bastes. surtocs - " 4e gd+ge led inset mold and rand yyrhinpe Into the U �perhak wmtr tope 12 inches a wMr end have d kart me roaptade for r.. . 7.Finish exterior down on f°Wa boName,and dude adgse the One a exterha faces. jar UBC section 3024 sod,fur feet of wrdr top.Cantor tap spaces sspaaled by rage tops, ,Its 'L flow Tile Installation: Instal tie to comply with requi is khdlcated Including Moe refer- L Install carpet ooelaon eras of 90-degee aryl with awpd seam - :'S send R�mHy,between coin auuoaeed°q rrrhel«ranYh csL_ K Shedding ad Cootie egalpmwt(IndudIng gas oats be°tan)located h a gap a - tadgrotara,a Win and be aorMrsd as aspaded.caster tap y°°ns..t�C e^d^g TCA Installation methods and ANSI A10e aeries d w Installation wiadads -ampohcy(garage)shot be Insldld so that He qs plots a burrsa w d lest ilY M.Paism the fallowing opwaHans immediately oRr fistaling wpab -K SdedulYmg Paintkhg Apply het wd b hariocr that have been cieahed a other- - - 1 2t at lest one veal outlets shelf I* patraoted, khan.dove the fur let lAlc.edam 30tt2 ) ropptade I +ed b� Y tbN lie Installation: Instal type a w dedrew to rot nstdlatyms to comply with re who Prepared for painting as eon s prodkable after preparation ad before subepuent ea- od*mt to each ben locatlm.NEC 210-52(d) n F'M e gnu#A°ua�o Ma quiremenb indicated Including those relrmcinq ICA installation methods and ANSI setting- t.Remove exam adhdve,sewn adr,and other surface biemYhs using decor ruse- .....tote deterforatIon. - - :';i Worm air armors Installed h an ottk er furred spas elwl mrpy wBh the lbwg 4.) Elalay lhdlay tghteet a maw n lre8h and A°aF; ,lf/)t'Aw/ �'•r,9e� tr'b!t bus standards. txnrnended by wpet maefocturr. nqutenwft - Outlet. r Re�nay,U ';z ''�: -•'-_ L Lmetdl meld loth and evatdh coat to rota to comply with NISI A10&tA Section 4.1. - .•::: .;L Reeve yens toot protrude hen carpet rrloea ,,1.TM wunbw d coats ad the 11m tAldvhm rsparad are the cane tegadese or°pplfea- .- ...:- ..,.: - 5.) Outdoors d lest we noWtade aMd aemNa d Md1�:bp t' as - ::'.. 3 Boric Butt For hddathe indcde4 obtain 100 t orator b cam- - „•a Vacuum wpet using commercial machine with foca-beta dement ...- " - :: tion method Do not apply aucseby mots with the pre, cad(se erred s rscan- - attk with varti°d d ... d the irant and raw d the dwdinq.NEC 2l0'-82(s) •bq� 'b?sad erne percent coverage y - - ..,- yJ A mini urn 30'x30' ocean pmd W' hot town the aora -_ cri a V _ -.. Plying with appik�ie specid requirements for bade buttering d tie fi refiroxxd mended by the If sanding in repaind to a smooth,even arias , - : mmufochuar. produce raddled =�,.F to �� AM Aloe seise d w hNdiatbn&tmdvda �- - -:. , ':_^' :.., :- :: `..v;'aeeadky to maxltachrs'a rrlltm khtrnuctiaa,sad between eppNcatlahs :L MMism unobstructed eantnuao coil 24 indn wise not to awed -K Smoke detect-rind;be Intrconected to sued an dam h d oiespkgj ass d like >•- EID OF SECTION . . d an and stem d crank w surfaces r we '" -. ._If mMwds.atoins.a oihs cona&lone show through hind coat d pant apply additional --_ -„, ) pod ran the attic cam opening b tins equgmw and He cmtrda dedhg be Installed In each respnq roan and In the carldor or aura#qMfanmgg W camdetbn placement Booting, Mar - •._.a .. -- ,':.,. :'.seats until Point ram b of URN"fink,ode,and appWmm On attention to '3.) A lap soling plotbrm 30 inhdhs n depth h trant a tive rvike he bus olds, - - win.spool sleeping sea and M epdpped with.beMrr bPd°4 y jar UK SspDon, - M d faelrh mother. Use deanfiq motrhe and metimeds Mot wryly e4tln w and gout SF:C'IIOI 09900-PAINANG - =`_ - fl ., mmufactum'written Instructions - speck - - - _ nun.age,errs,p.rwe,.sae,and exposed lsfelra r.pew.a yin lion Mink- .' _ and to d seNoeobb emtre*OWN ek. "' esrsa�r��tw • ;,., " ` arse etpAdenl to toot of rat afar. - > -:4.) Paromfwds pamawt fuel on ebb(tdr to ehadrkd epedhstYna to pow ':,z a ?v'':fRDECT tilAtM6B1: D.B. L Remove temporary protective coding by me8ed rawmrded by matng rsnut°ctasr !. :1.1 CDiERAL : :- �`:.:�.:_. Roos utfld m time below sucseWve mats to b7iny Do not retool ,., .��r ,; :: - L.Rewplcalr n initdmrh end bahlraamr dd.N hsldai alas Ys'yldm Bet le able to Wink ad mvcfachvr. T coed rerms,n to it -:. '-.,s:`-:.;;•- Den^it pope -.-: sled Vot;ngr�•) ; ��'_. noted on "F'c�•. - D.W. .:, °cep god i°°l� pr"ont , -•.- >-,r-sufawa mU paint he dried to ere n fads has,does not ddamh or lot cad. -.. -. - Plas tram Aron. - personally .._-.. stdy - _ ,..::. •----`,� :,- d°9/inh9 'A Bolder,Contractor and Suecmtrada wvrmt that they as khawYdq�lo ,.,.... moderate tlamb ad where d motor coat d t doa at came - c_: _>,a r.:. -.- .--. 'c - - ..,......:r:' prsseur4 aPPRc°tla° Pain :. , - .. the sad linafam Bu Code inomen ,- .-.:_. ..:_. - ` tads dhd M khstded d 4-tY done kmbn,Raar. - -:nfla'oi^9 Db epedfimHens. ldfm9 raga is. „--1he undercoat to eft or to"a lneso. Roosp wsrtkdy / @R)ff SECTION .,i manufacturer rxmmmdothn and Industry - -atamdade°pgk°Die to then wok ad fond ':. - -.... _. ., than work wR M performed to the highest applicable etandvds Bolder.Contractor and , praadree ppaaFFhb ad brtneh.rain,ip�a athar - �:- It OoUse wind be"ousted to the DAW&Edho st cad.mad be 4 how to A ICI lob,d rowed light d Yachted callings Ad be ill ttprowed ter dent � r•�'." � sr - � - ,. SECTION ONS2-9EET VINYL FLOOR COWLINGS ,- .. .. ::Subcmfrocta a hrther warrant that my whcmu regarding the repukenmt d the plans ,W', -,Application W rwwlfacturr wrRten meta dance dando�md Y indlad ko 14 fad wNh 9g sixes,As sheet flmr contact eM Yrd°oon. ; .s„'"rar, ,' $T stm DEPT.St�RRAL:--- OB•138f and apedfmtions.and any inmrhWtonty d ML Nth Code,mmWaeturr a : _ - .. ..'' Yet for Isp is tdq~ I, _ ae� :.., L7 GFIERAL - -badust7 atandab Aova bee rewind prior to Ls ftbrkotInn d the wok 1. ': .. lldduhsc ,,,a. ueafeids tAiner foam tsrasndocturls reran- _':. .. relucad 2 'aba -Peedde t pant fsYs's ad elseLlod Oufst d slDe.hi w4sssl at adbk '-'�•.,, �i„ added In d - _. ,. illlhkwhen Cstke � Apply fs ..., ::' �w .* - .fir: w.p ah'� f31 - ,. ..:', udder.Controls,ad Subcontractor warrant that vs, ..'r...,. ..:... mended rate. Prorde.Mm Edd ton tillCllm d Yon teens, s r'ammw- '.'_ :: W ; :.. My praamdy knowledgw/M .. 7hY erfaa a a Mot d edarlor ad Merlsr .., spraodYrJ tiny gwtr° - „ - -tA Section includes PrTad10A P°khth9 �°� - ,�,.�y.,.Me old��y � IlnVfafm Code�.,h.�...is. .:. -:...: - - -lorded•.,the emastaeturr. :.-1,R:PR�UC7S - .-ss - :::.` e -'c .. lace apedRmtlos, .^^.-,Y •�T„a.'-' ...:..�., '•l Wa w��.��Y n - .. a.... -.:.- Rena and suriaca T. t ADFIFfVWE. SY7D118ilIRMArIG :masfoctrat reeanmendatbns end Industry standards applicable to Moir wait and Mot : ... - 2 FROOUCIS pfq'I ) .� ... : Surfos and fNeh mob In 1hY Section We In addition b: .._.:. to almdwda Bolder Contrada ad .., .._. Prepadh4 priming, >Ve°N :.:,_. . At r rlfl to 'Fs:.....f,... 3- .. _ flat work A be performed the highest op*c&e ray r K.Rlodb Flan: y Mork dos-ten erwata rfwev!blaalb errs soplb aovr shop P 9 and orbs treatment specified n other Ssetlaha ... AN .. - - 1Abcontroctorn drtlner warrant Hsi m wcrnn the t d Hs rith dad - ': - Y ravulacen Pies ,_,. .- ;,,•„. ...: age Parse "-:..:: -:;, :_.., - :: - .: -:a•'„-.r.. :_ ... d conflicts manubaMaa _...:.:. .. ,.._ . -r ..:: .:---: .: .. �. _. vtiMn N , -... ......- -. .rot apedflmtlons,and my hoonWtwcy con Code, :. ... ..:. . , .. �. .., .. ..... :... - .'' '.. :. ,...,....,A,N Nhlrwt elmlf b lrabiM tb 1lllidww YaWmmttldt eOwdRaltla� ,. ,...._.•.... ..... ,. _.. :.. �,..::.,,,.�. -TE: SHEET: :•-. .. G Point espo&ed srfacao,rcept where the point ochsdAs YhGcate that a arias w material Y ....._ r - ._ s _.:, _....-._ atanmdand&Non ben rerdved to Ws trbrkatInn d tlss veal ....:. .. :�. ., v � .,... ...., ,�:. .- :. :.'. . . - not to be w Y to rrsinm notrd. If the t abadar do not wwtlon an ... ,, _. - ..,_. '_•--.:� pointed pain ep.aifkafy --: , � -, -- . . .� _.,.. _. -,...:..., .:- .s,i - shot b YsWd -. _. .. - or t the sae m ad a �- �- .. : ..__._... ___ :;.�__ ':-::.:: �Y='�' . .. '..;.� ':' i1 dlEipMwmrnt Pr ttsestf�tOsw wlpWs.lMafaMAtsarifpadirYla. •:.; ..:. .. -.ken a mace, the item a surface ainmly adjacent nwtride wrtaw :: : .. �. .::.... . :. .. ::. ->'' .. - ' .'?- ..�. ,�?.�: - - � ,. N4 and dm.ddr Yhoicate axelaL If the a. :.� -. a . _. - . :wMHmr .alnddr Ind Yamu coin.o.rid►w�.. .-.. - - - z .9 rlal iron dad.d aelas cad fknhdlw adbi. - .. . A PE IFICATI NS m , s - _ ; . "�'��" - I . . , - , . - . . . ,� , - .. � , - �,� _ '', , .- -, . � - �". , - , - � . � 1, �' ", , � " - ����'�11-.I � t- , - '� �"' -"' "�_ ! , ."I'l I 1� . " � -, � -I !: , � , '_ . . . � ,", , '' -, � ,-"'�,".'--�'�c_ :�' I _17-T-:�.--��r:�',,' ��., . � .;� _.--',::'._�_ -'� . . ... � -, -:�;.�"-'-"'�."' 1'1"��t_'�-'��4'1�""__'�"�"_'�:'t ��"T--.,"'-�--�-1-l'-�--l-,�-'I 71__ ":�I 4 � I,--�n'r����.'77""jY' ,,-,''�', , I . � ll� . , �,4. I I � , �, - � � I I .�. .' � , - , ' � ," ,"v - I ' , . . -- "7 ,-- � ,�' ': �%. �_ ,, ' �'�� z�� � �,� � I, . ." �-'�:* -.'� , -, , �'�.�o, ,- .,. ,�:�� --:',, � , .� , 4 , �.,, - __ I -'' 1%'�',.�."��'-- I , :, I 1�1� , % �':, �_w ' �;- ,1, ! �'7'� ' '7''�I ��' , ,��.��4 ,'. '_ � ,� - � �.- , , - . , , , - , , ". , � . - - , -, ','. , " " -, I ";:1,'I, ,,�-, -�- -'�.- -��, ','-;" :1'.,-_,�'r.. �.-11':- _�.I 7 �' , , -� ", '�'�' , � ,,,,, ,,- , � , , .,- ":_;'�'.- -- -,. _. . I ' _ �_,:Z' �- . �" I - , . ' ;' ' I : - I .1,%". " , .. � _ �.. ___' I �' _� I�',.I , , I - .1 , �� , '�--, ,�� �f; "��'T��- -, - t-�' _��'" -'-� '.�":��I I �* - ;"' `� " - � - � !�" �, _�� - - �. , , � , - , "�';Z,�' " " _' - , , ,-� '-�':: '-'�'�'_', " -" "_� _�- - - , I .." - �' � - - r I I � , 7, " �'�__ �" , ,� I _. - - , - - , � � ' � , � - , , . - � - - - . - , , I - , , :' , - _ - � , _ . - - - � I , - I . �� z , _ ,�� "� � 1, - .. - , 1: �'*'- __,'I -��' "� ,: 1-1 . - � ���' . ", � ... . ,. �' " , .,� . - . I - -, -I . � . ", . ,,, "'. _'�' � , �- - I 7 -., :_ _ , I' -,,-_lw' . � , � " ''� ' - ' - . �- - I � - - , '� '? :' -'.",I-.-"� ", ., ..' -_.��'. - � ' - � ' � .. _ _ �' _i_. I , -'�� I - . I . " � � , � � I- � , _"' ' " ... , �' �. � , -- , " .. . , 1 - : a_�1"I L---.:."4.Y' " - " "" - ' . � ' i,`. � 11 ; I '.-� 1I - "� �I I I ' -j- � � - I. _"' �- �,- �"- - - - ' - . . . . ' � ' '-�: ,,I .", i� 'i �� -----_ � --"- _ JK ---i _ � < ' - 7 \ '' � ' 1"- - - I. . . - -- I :_ _-, - -I . . � '� . I , _�� - 7 , ,'� ,- �r - 'A - � I - , - _ I - .1, I . . I- , .,7 f I I i - � ILUAm HE.z Z�,. M ' A A..L 1 . L� C - 1'� , ��'k, n- �"=�=* . 4: '� ', I I I A " ' �' ' - R C H I TE0LH I N,l .:; , � T _K . , ' . I I '< . _ . � " ,. - . ��' �:� AMS VON KAMM SUTE 0 RMEC NOWj7� ; .1 ... I. .. �_ � ;: e , I I 11 -� ""_ �: 4 " 1-z- f ' 'go *wdft = fam noI= �I I I � , _\ ' rW- - L �t:� : li � _"� � - ,-' , . .,; '.. � ,I �1 ' � .� ,4 ' , I -, -I- ,, _- , _.� I . I � I � : . ; . '. I- ' , FM32REAGWMNA Mar ':"' "-" -,�-- -_� "II — � - iILI —,I . � �w . I � � I . IZ 40 IV54031725 ',-e .. � :I II .: . I j - 4 � 1 I�- - - . 1 41_L I 11 -_ _ I 0 ARPI W i I I . -------m . .t — . . I — —t. —J - � �F— -- — I I I II : i I I I i I I 0 h II;" 11 I I i L__-------- __=__--- .X1- _r I----1 . -- _U_----L----- � � I lI " . I I '. I L - i I - _ I i - . .i : .I ,' . _ " - I � . 1 F 7� - 'T � _P i ,.' I 1 ' - ,.- � r � I I� ' L ,. ' -,� I 1� _-R V4, r 1-iI1 C. .. . I , DRIVEWAY I I I BY OTHERS -= 1_--_- I "'c ,._' _ II Ir =-r. �I,, . : ]-4! 1-6 t e-r 1,_v� 4'-5" :4 2-r le-V 2-4� I I I t j 1 1 if . 1 mWC=L< - I � 2f�,I �_ I � I—CONC.. . �I � ---- ___------- Ani Z- lw-4• WALK 2 -W ) I __ ---I i: /I J i : /f n ------ 1 PARTIAL SLAB INTERFACE PLAN - PLAN 1C /\- 1 i`- < I fl _ q I \ i nM- u , C I . .. - - — - , -, I-- -- ,- ' ;. .-�........1_... ]Fz wrI - 1 _I"'I� _1I �� �I _ — v . II I I . ,. ',.: : 1� ' z I ' , i i !F- - 4 . 'II". 1--- Z I--1Lm'I,1= - I "-�-� I ..� ,I'f 1': " ' _"�''�"�'.'.�I � L I �''-�-.: l-* I�. --.-A ll_ � z Ir.:---4ir-1I l -I :(< <: i>-___Jr__ I 5 o i i, A 0 C I-< _ : Il I I 1 -.-- 1 - - w C . ___ +=3:-j I = r . - .'. , � ' 1t _1 " � ; 1 -j� _- k! I I 1 - ; t ' -❑ o 0 --- i . THRMs . ARCHITECTS. NO _ [1 I I - - Num .M.ErMIKYRESERM I ALN DOTTTO13E TYRMTS ♦- - j § EtT E&VVJTSOFJNOR3 I � I I - ARE THMBE ASSISTED TOAT ADPARTYM T FOBIm" Lo I 'IW-I* -- 51-f • V-1• r_l• ir-r r_r , " ,K NCEMA M CONor WLL HMIJOLH - I 1 . Waz% N THE REUSE OF = 1r I I I � 1V-4* 21r-W Pffy A TWO PARTY,THE THIRD PARTY SHALL HOLD ,- b , �. CONC. - - '00 SCALE MwPtAM - I PORCH� 4VC I REVISIONS __"� -- 1_I � - -- ___ ' 1 LjI - I so .Pv NO ORVEWAY I +' �', I" I ', c�a A cs; � . DATE DESCRIPTION - � -, I r;.'_ ST OTHERS - _,0rlb'bf��-,, 'VAr r-V 12'-Il' 7' 16'-4* r-4 1� . . !w";,lop , ��. �dZ .1 � ' . " iS-" ,Dty�",, -. "Z-f I CONC. I. �' ': _. a w 11�'� /' �'�'r ftP"!. If 4 WALK 20-e w P, p-?"�" 01�t-'� k� .' I ': ' �' ' �; '-- Cz5 .' -PG" '�� , ,,, _ % .. " .I . 1 , - " �1 :� � I I'�';' Q,,, ,t" t��' .- I 1 . . , I . I . � �, !0 , s*d �.w , . 11'' . 4' r�I . - - , z i_ .. . PARTIAL SLAB INTERFACE PLAN LAN 1B _l � SLAB INTERFACE PLAN - PLAN IA " ' U " - ',_ a ; Ds. . -AGE NO BLAB KTUFACE LEGED , � : .. I , BLAB WTIW l. ' � ' .1 . - SAS DilowA m PMS FOR CAI)BNKAL DFOMATON M&Y. � , I I I �,I I R IBI FUME AT LOWER L � i : I � . i -1 -I, , I I 1�.- - � � , ,�_, ., �vim D.W. , � DRAVDI FOR ALL SIRCPJM DFT __ 11< _ S. - "-'.�� , ,, ,2 ' SICAIL 4GRE �— - I: ,,- . " ��, ." - 3 SE CVL 06GINERS DAGS MR AL 8 LOCATO I FLOOR ,: 1 I' RAW=MlLRE AT UPPER LMAKFB VSWAND UTIITY SUCE IFUMATION - � I. "; ; :' I- .1 , - EVDMGESMARAOL .jj�FM , ' ,'i � , I �- . .' , - " � - �ABUMB. 2=40 �' - MIMM FOR ALL PATI w , 1LAMOSCAM AROME DA IINY . - ,4 91 POIKESO& ": ,' 1 �- , "., -� 's jMDRI W %YAD AND - . ". �," �:ALL YS SlB NA FBIMWA NOIE: FOR DBORPTON AND LOCATON OF PMBMG - . - ll -', W �-� l _ wik� = SEE FLOOR PLAN A . . - "- �, �. ' " - -: - _ 170 -� � I' , . I �_ i- 4 &w-I TF: . ," '� "-yam? ' � . — ,� Tl � -�I1 ��'� � �"" ", '� "o : ,"- i , . " _ ' I - ., , -- ' _?�� - i4"�"'-'- - ,- . m '1, - ,. A- INTRF N PLAN 1 � lSCALE. V4 . , � LABE E PLAS - �. v�� : - 7: . - - "-_ - �� _ ' � � T5 � 7, 11, l : 1 ;� . I �' , ' _ �,Z . , - _ v� , , � � , -t' ,� .. "M , - "�. - �� ' -, . -', ,, - __ - ' _v., -4_ _ _ _ --' -�� - -1_ -I - __ _" -" S- - I -_.1. __:� - , '-� 1I �1 I � ,I �. , � I ,-,, 5 - ,. --_ ..x. , s_ ,.. ..., , _.. < :��I"I.-�I:i�%lI:�f�I�I.-II1,-�1����,I�;III...I-IIL��,t"�.I,;-.'.,�;�.-��..i�tttIe�,1II%I-1 L.,:_-�I��.,".�_�-,--1 Ir�-,--,I.�-�_�I;I,.�.�,�I"�_-.��_,��,--I-?I 1I-_--;-_-,I,I L,:I ..,-,,�-1.�I�l.,I�T�,�.,.,,,-_I,:,I�,..aI�._.�.I�..I-I:���1�I��l,IL�I 1.,I-':,-�:.�I.i',�_�,�",III,��'�I-.I I��I1_1,L�I..I,I1I,,I,L�"-I��,1.'L."L1,�.��7�1�..I-.-*.".�t.I,I I�'.,��1,I,-:--.ILI"��I:'.'-._�I�,-I.1-:L.I�N-1 1:��.�,,--..I-�",,_!-.�,�"Z1�,I 1or�IILi7 1��.�I-.",,t',...'I1�I,�"I�,"�_-��.,,i".I L;I,4_�.._I I I LI,";.--.._1.I W..I4;L I-.:.-1�I:.L��.:-,,,I��--,._I*.1. �v 1 I,'.-,Ip,--,l.,�,i.--.._:;,-�';.���..'L�',-;'�.I l�.,-,*�--"�:�._"�.,-.,'L:�"."�.�I,,,.".�1�.:."1..�'_I�-,...,_:I.�'�'I;I.�1LI-�L-�'_��,,.�II.�r."."I 1-..,'_I'1�,_'�1",,,�I�'�;-:,�,11--I".:...j�.I_�,".I_LL..;:."�, ,'-,:I-,.,.I.:.�.-.,,i�'-.'L,�II�,I:'I;,,;I,-p-,_�'I�1I-I-r.��-iI,..'.-".�-��-�,,..,�1.-I-.._I�-.L,.,,:L 1%-',I.:.%�-�,,'�1.I'L I.-I,-.I:�"7�,L.�,L LI�,_:!1.I1:1,,�I"I II�_'I,:;.,_-�,.�-I'',.",i,I-'1."._1...:1-,1I��_'�.,,�.I..�_.�'L I�I��"*4 y:,;;.���1 III1i ,,I,I�L._L_k--:��1._,..,�.�-'-.��I..,',-.I,-�.L�,2,.I,I 1r.1_.i,I%_';..�,�L_I.IL.�,...:I.IL,II�.�,�,-..-_��_-,.1_,,.,�,.I.'L.,I,i,I L I-'�._,I". -�,,�_.-.'.1I:,.'_LI_I.�.7 1��.,I cL11I.-.I..L.I.I�1,.`I I,'I,�.;.�:,�_1�.�t 1.1:�,�,_�,..L�-....r-�;,,-I'�-..,_.%'�l..�,,,I'_...��,-1':.�, LII.1.,.,-,--I.,LI,.�.t,-L�"-..�."-.-..�.-�1.�,.Z,"1�.I 1.-"*.,.��,I,1:,,,-.....'I-,'":i�,-I.I L:-,IIL..,'-,1-_I L.-,._�I"7 I,I�I�-�..�.l_',I'_I,.:,"l.����,,-II-.�II t1.-.I: I I-,L�,'.,7 II I-�:,I,.I.�..�.,�,I-1%.ii I�.,I-...,I,.I1 I:�1�.:�t.,L.L.,:�,-�1,1".I'1 1,�.-�,:;I�1,,1,�.,l 1-�-I,.I�",�1I"1:!I�.e1��,_,..�.L.',,,"1.,�..L,,:,.�_._-I.1I I�,I,1�.-�...-1,l,,I.I:,-,�_-�1I',,:.II-_,��"I�,..�-.�-�-I.;1.,.,I.-.I.1,.....,I..__���.-�I'._1,I�."I_,1..I....�.L,_:1:�_�1'1,III.LI��::L..I.,I t I.L,�t,t..I��I.�...-_L.-tI-:,,I',.I...-"1,-�,..:i-.-..- -...I:L o,�4 I,w�..�I,"�I..-.�,,,.,.II�e-,-I�..,-_--.,-I-.1';�..I-I,,1 I .�,--1'1 I,.LI�,,.,..--"��1,;�Il�.I�:i-rI-��,I.-,.',II I.�'�.�,:I�,.,:l.,,.l-L".L.-_.l..-1.-�.:.:,-.���"1-I*,,L,;�..:.:�,I.t I,."I,I''*��:�.,,-,.-I....,"'-,.,.-,.I.�.:_'I..�-1.I1I_1..�....�",.I",:,,-.���I�'','L,,1�a..--.i.I,-%.1I,-,7 7I�-I��I:.7L�..,..I�-I._,.:�.I,.I...-I�;�,.,.L"1�-,-L_1,:�..IIr.,,_;b�-�'I I-I.-,,1�.I1.1-,"�,..I%_-��.'�,,'1 1,I_,,,.I I I,_.,-.L-,1.11_I,,1.I_II 1-."�.,�,.7";,,'I I_...,�I I,r�-L.L_,,.I..1.,I,,-i.',:',�I."II I,.:L I I I.I�,�-:I.,I.-I.,I i,.-I.III,I.��,--I.I.I..II�..,,-,�-�,.,-�I',I,III 4,.III.I-I,-,-.-�I.�,,.I-.��*,I.7I'I�"..�LI-I�I��I ..I.,II'.--:,1,.i,II-"�.�.._-�..-4.�-..�L L-I,....",--�,1.,,,�-I..I:,.-�I I., �.�...,,l.;"^k-�,I.^."�A-:..-:..l._..1.1I.'-.�I.,,.�..b�II,.��t-.1�1�I,1�.,-I,L�.I.,,4:.�,I I I,:I I.w L-II,:�I1.I,�I.�!...-;,��.,'�I'I-Il,,��,..-,,",I:_II�:�.,-,I,I.,..I.. ,-�,�,---�I:,�.uI,I,,,.L,e�.L�:,..,�`,,..,�.I 1,��I.,��.I-��i._�II,,�-*,.�I"I,:..�.,,I1,;.�.,I,�-i -I._!,-�t�,':.1_.�,.-I IL,'.1..:.�,--I',I:--.-:-I�,�.;1 I.:,I,,�I1..�-..1��,.,�1�I�.:.,.,,,*-_1...,,I tt�I,L�,-A I.,;'I�1�-,��l,�-.1,l..�--1��iII...�,.,'�,_:,,.,II,L..�Ii.;m._-..,,..., ,�.,L�I.I�,,�._,�..I'_1I,�,..�i.�,,'.,.Ia.",.,,,:'--.-�.",,,I L��'I:,1�,L.I.:I.I,__,-..,��_.I_I.-,�!.1:1.,,I'---_�,,.--�,..�,.-I,..,"IL_.:�,I"",.,�,:I.VI,,.,I,.-_.-��.,-I1-.I`#��,_-,..,..I':I I�.�I,--I�.�I�_�. I.I,,."-,,-,_-.,I"�,-,.:.-_"-�.,,*,.I��I,1,j�A�I-'",.'��,...-",,'-�,,,7.�,�_-6-�, ,I.-'".-,..-..-�_.'....�I%",.._II..�,...I,.I�m,�,O";._-,"..Pw�,L-..,4I,,%-".E'L,.-�,�-,.,N } s 'i:� 'I-�1.;_.�-.�z_.7_�...L .-.�,�..iT 11,..�r-.'�.O,�I���I:I'......-,B1,LI.I 7.-�E...,�:L..-.�L,�O1..-,-.1.��W�-Li.I I..�I--�-�Ir-I.I1-K-I.I._-t.._..L,,-."I,..�..��0,�i,'I�-�.- .4_-,�-';.'I r:I''.L,�.L..L,�I�II.:.,`-.11.._,,�,�..II,-:I, ,,1 I-i.--,,:' ::- .. ..�. :., <. ,. .t..,ra.xi .... �.I,.�,--�-,�IL,- is "Lf,-II_-I-_:�"-_.,�,�-, ,p ,7,,tI.-L I.�I1�I�1�I.II.,�(I I,�:�1l.1I.�I 11".�.�-�.-1�I'�1.�,I,I.i,-1-1.I,'1..1 I,-,�1,- I-,�:1�I>-,,"1�,.�..i11.xI,..�1[-..,,"_1I----I-_t��1-;-.�.;"-�:.-�:.�.'.4 III---11t��,.,.-0.1.:v�.:t.,�,I L�,.1"I.1--l.--1,1l'.",,".�II,..I--,,'-,=..,-�,,V,,I,�--i.,,.,�,,i..L,I..,-�,--:�.1_�.'-.i,,�.lt-�,Z_l:��I,,I,''�_1�II�III�-�1_,.._�`.�I,-.,,t_,,-,�.�,�-,:.-,-1�.-."1�,�L�1,�i�-.I_�,:,,I.,,,1,7,.,-��_.I��.�.:I-�"---��,..,:_I.,I,'-L�I�.-7._,_�.6_.,1..�,,j:���1,�..�.,:I-�I-.1.:-,-.--,���,I..I-I�AI�I,,._'..,:..:,-O�,._,.�;,I PL-,-f,...-"I,. ����I.-4I.T....,..-.I WI..I,I�I-L-::-..�::IV�-1_��.1,:--��".--i,.-'",,;�.�.���.,l-I-,vI,,.-OI-,,I '�V:;..C(�,..,�_��,�,OI-8 C_�H::,.',J,'-UPL.II-'�v'��,-'RE_�..,.�_:�,�:.-I I.SN,�.-�I,',�.,N'..I-�I I-'�I.G"1C, .. _ r_ .. I.-C�,.I,1..� .,.I IL.-,,�...,�.I�.IL-1.,.'�.I 1I I 1,,�",�..n-�-._� i:`.�1-�.L:I.I-7.."��,\:r.�--.��...1.6r1:�,,.1�,.. -,�I,_-I.:,I,"�..I.,-,4I;I-�,IL.k,(,-�'I I.,�I�I�',t�--1(I:l l"L,S 1��I-.�l_:�.",L�L,,4.�.L-,.I�,0a..-,-���.I`t.14.1-��..�I,�L�`--,.-�-��:.- .1,:.�.:II,.1'-�:�L,.��"':.1!-tI,,-�--.,,r-�-."'��;-,�.,'L'__).�t.t:'"-,i,,.,..�.;":,.,_�.,��):-,,�,;;i'-�,,I.I:`:.�._-:,_���--.._E,� L-,I,,�-�I-?I,I,L-I- .�II,o�,�Io�-,.�;.."�--,;',I�rI,'�1-...,;",,,�.-;-I,,,�.--��,�,.:�,_�_� ,�,.�-,II:�,;_�III,..�,_�.,�1L�.-2�.`.I,-'_I-��1�.I..,�I��,._.,.',-- -.I_�".!...-,-,.,_-I�.'L.,.f-,:I,"�_;'_�."�.��I'�i,1:LL..-I_�_I-7.:I1I.I1.�-�.-..I-.I.L L T:I,-�.,1�.:.-;:,:.I.11�3I�1 I..�I�--i�.,..I...�.,;I..I 1.�,t.,,'.�.I;.,,1,.W,�.1,...,"'I I:,�,�,..I�e_���,I�I 1.�,.l...._ ..1�o.l.�,..L�l I b"1--,,,.-�._,;-1.,.L.�-�,I-t,�Z..::5,I"1 I�,'LL,II��".IL 1"',1��,:_,I.,;.�.j-.�.r.4...��1-�I.I"f.I�I,I1II�_,,i 1I.,�t�;:�._'I,...�_',_,`t.,,1,,I I,_-�'.,:--,I,I..,1I.-I.,,4'-'��.t-,;1 I..:II.�,1�.1.',�1:I,-, ..�:i;�.,-'f,',L-��;n�-,,,��-L�ILI�7..�-��z--,-.,',.-�.-1��::-I-:..:,---I.�._,-,I.�-".,"".I�I 1.",�I.I_:�I I iL.,�..I-�1��-.���-_�..-�,..._,L_. "IuI,-I.,1__"�I I-A',�I�.tIl��1-..,: ,I"�,.I-�..LIl,_,,,L..1-.�,l I Ia Ii:t.lII-�t,�I-�,.l,.1 L�I_,I�...,.�:�-�1 I-L-1�.1,���I_,l�,_-�.I.-".I:I,._�1"".�--_..-�,,,.��.-,"�.�,,_�-..4,,I*.,.�'A*�.1 1.�..�-I�...� ,.:'""�,�-,.:I'�,-',--,-1;,I,.�:1��-...�I1,t��1_i 1-�-..-.\11I1',;i-_.L 1i:.�.:.'�... t.:z,,.;I,I.I-�t"�.',_,�II1t�"41,.-.. ��,,1�_:,^1.�,'L�1;,,_%.�-I;.L., -1.i1 I-,I!�,1,-,�,,,�,..1', v,,.,i L`t-`_-.l-,�,,:..�-i�-,,.,-��.�:.I,,.-",.,:��:_.1 1�."",�,I..I�.I,�,.1.1�I,,.I..I.�,�:�,",,-7�,�-,-:.:,I:.�.�:.�-�%,4I-I�II,--.,�,I�-�1.,-�,L�,I:,,:'���1,�I�I'I_.I f.i-1_,.IL 7,..�tI�,.,�-��-�Iq,��,.,�.,..�1;,.,I r'IL,I-,..,.,,�-I_-",�._.-.;L",-!,,,�,_,�.,.,f�-�.,.,1�,.:.�.�1 1-.,.-�.1.��.�I L I.-,-,,"�:_-,%.I,,-I_I�1.,'l1,,,--,."-�-�-�.�'�.,,..'�,�I��,�I�1.I,''-_:1_I Il�1I�:7��-I,I L.�Ii:.,-�"�.�.�I�'-,,�..1",.-�-I..I 1,:,I,-��'.:.,�I�_:..1-�,-.�,-i1�,,���,�,:-I.t...'I,,:�,I_,.I.�',..1,..'L.-�'-.-"I.�-I,I.,IL.t,,.:.,-.�LL_,��-�_-�.1,,,_","�:,.I.�I1�_,.'..'--,,,�A.1,<.Z,_.,�---I1,�-,.I.l-��I.''�--,.�.�.�,II u...t,%r 7�.�T�-�...�,�l I.�"%�Z'--,l,.-.I l I.-,�,.I-.1,I1-�.� �,�.-,1 I--1.,.I.A�-,�I,-.,.���.�"1%r.��I,:,'�I 1,�I.L..!.I A.I,,,,,:_I�.-.`-..'..i..iI,,.L.-_I-..'�� ,Z..�I,.7.,.,,.�-.I--1.I.1:II-.,".-�1��L�.�� ,_I.,�I.-_&-1_,��:I'7'-,."�,,.-1��--.,:,-.�,.n--1,.-,.."ct .',-I1-,�,--,,,.:�--i,,.� .,,--_i.,..'��_f�I.L a,-._'�;-�.I_.�I U��I;,_I I'I',II.0::;._.,-:.II'I,.-'.,�L.,-"_,,.I�-I.�-D-,:�",�._�._.,1�I,tI._I-_--�-'.._._)�1,_.�-,/i�P.�1.1 1�I I-.,-i;;il.�..l 1:I�...II,,1,I,:-.k�)�,_.-I11._7-_"'I,7"-,.I-1L":,�,�-7.((L,'I",�_O�:1 1 7 ,,1,�L-" ,1/,I�.I_,III`,�.I.:,,,I-'1,�---I1:,,1",,1.�.1-.l I,.:,-.'��1�1,.�I.I lI."i"1,...,-i..��I;../-,.:�,I..�,1,\\I,1I_*.-1�::.-,�-/,��,.�:.-.-�;-,:I,�`-"�G`..,r,�� ,.'ke,�.,,,-Y`-,:-,-I�_,-..:,P.-�,,:---i.".I�'1;-1t 1:-.I--.L.",:,,7',��.\-,,",8�`_".0,'�::I�:,`3,O,.�_,,;.-,,M,,7..,,I�-"E.�7 I,,�.,IU[,I;:,"LI,:S ��O-T11 wI�,LF I��,:I.-,,B_-,��-l _-,�,t�1:*,."AI�7���,-..�-.-1-I,'"';,I1/,,I...m(:��,:.I.I.l"-�..'..L�,.11,,,".,-L o"�/I-:'11r-�1.,,: ,.,-%:.xI-I.-,-�.1�I,,�t I--..L�"�,�,�I,.'_1?,.--I L,I,--I�-:I�I.-,.-.:,�:.I I-.�.,����A.,-_t1--,-I''�-�I����.rI,.,_�.--.�,I,_-"I..I�.,...I�"%L-II,,I�I_.--;_,-_:I.".I,,_�...._;.T�_,,�I,I...�,��.-I-.I--1_1�:.'�.I'Im_I",.I�'.,-,,,1.1,--41..�,I"1.1'1 Ifi.t_Ii I._I I�:�.:"_L--,R_I I-I.7�--_,-,.,�,I�_,,,./,I--�.I-..,�_a._.��`I:�1I-.,,�"1I I_'..,.�.,-,1�..�.'1".\-..-.''�..--�1.�...,..":�-2;.�I-:I�'�.l.,.�4,', --I-.j.�1-�I���.._-�,":�II,.j,i"'�;:1p.,..��.1".�L...I_;1��".-,�,:��-,-.,.,--�---v:'-�.�.%�I I r,t I';I'-���I".. ,I,--"_.,I.�'�,, -;�,�,�'��,�.LI�4II,.,,I1,4 41..I-�,.IIa IF��.W---,t_.-I'�,I-I-I;-"�,.�.4*j 1 1_,i,�-,I,".'-..�,',,I f��:-"��1:-;�!�-W'---,,_lL_',_-L-"I-..,-_"_,__l'�L��L- .-�L,�W�,,:,L_-.�-.i-_I. ,�-,I,1�I.I-"-_L:�-I,,,L��.,-,�;t �--.�7,-�,�_,--1 I,L,.;.p:,:,(.:__,�-.-,�I.I%-..I-�I,,_I-Il,.I�-'�,�-",.�,`I �,..'-i 1 I��1�I.�,��v,.�I-.I�,k���.-...l L II 1., -,.-Z�-,1-,,.,�.�:�,-.L,,L,,�.-I�_:,i_�_iLI--,I,,.-,I_.-_,�1.::�--I-.,-,-�.',lI�,I:,�'�t.�,_I"._-.-��.,�-I.�:� 1-�.----.-.I�_I._-C_-;-�,....�,..�_. .I S'_::i:11I_I�I,I I L��1._�I,��11 Io,;I�II.r,..��.-I.II.�.-""."�.I:I I,,-I II L,`-,I 1.I-...._I/i I.�.'ll,I.-L\-,,",-.1.,,.,,._,I.f!I...�-L�_���,I-,-,�.-,--.�I-�_,;-:I.I-.,:.,,_-�-,-,�,.,-.,,-�I�.-1j.�_�_,1 I,�__-.I:V-I ,-.-.�I..L�.I. -�_i/..�..,4I�.I...-.,/l.,..;-�_:�,.I 1.,1.�.1 ,�,II,,_,L�I 4�, _III,��_:�I,,I"�,1-",� .,-t,�.,:.-,..�;L "L.-,._-1I....:�,,".,,-1�:�.�'L,�,.,:'i�"-I I,-1,.-,-��.,F..--�.,',,,,�,,-.�-2"L�",,.I��,,,.--,�'..I,IL.:�-I�,.A ,,-,-,I� NI�- .0 Tl.��,�.1-I'.�.,,T..-,�.O..�-,�,-P.I-._-.'-��.Ib-I�I 1,��I,,'-,,,1 I,_,L_-,,�l Id'S�-,,�TCII�I-�:I"_�.,%�.-�L_,-,,H I,1,-�--I ,I-.Il'�.l.���..-1l"-,, -.-.�E;1-I�tF��"-.,;.,�,,:.-I-,C.E P,IU�,.:IL_�,".,�m L,i:I�-,-,L,--R�Ll_--I"_�_��-I�.-.,,,��-.�,'_.I_-:"�,���'7OI-,,��".A�_� ,;--I-:I I�_,I---NI,,'t-"_�-:'-;.!,�._.,,.I,. ,,I�.G-_.'�_�".,,::_,����-1.1-L�-I V_,, I.,,.-'-:"-.�II.�-7..,."-,�_-,.I.-.;..,.1,:�I.I.�-,,.L.-.��F�., '�i�-�j,..--. II�'.�I-,1�1�I:-,_,�,�-��`�-,I,..�L.-,-,�I-I-,,,-:-__'l,�-�,II-�I:�I,L_- .-�,_�.-����1...".�I��.�I--�L�I,�1,,_,-�-I�-�1II,',,_1-.",n,",-'-i_I�_L",._,-:,_--".,��'I,�I---_--__I.-/.-I'1,-'_I-t",.-,���,��.'-I"- ,.":��.-��,4".Ii�I",..A_��I_�,,,,- .":,.,,-,--1 I i"'-��"1-'�.."-,4 I0."L�r I-I '_.,,,-.,L 1,_-0."I-�:��.1iI Ii:,I`-,,--I,...,."-,�� `'I LI I,,zI.-,`_ ,-,.�,--�-.,.*-_4;I.I'�I--.�-�I,."-l�"_-W-.I",A��II�-,IIL,.-:I,: a. T...I:-,�I w . _. _ .. ,. .. c :. - :. ... s: ; -.. - �, box• �-:���5 �:.' t i -. .. . - n .. ,. T ., ... I;.'I.1,.'��tB A..RA;--,'1:,.�I�o..,,.a .,�I-,,_�-,:--I I,I'-I1,�-_'"�-.::-�1',�,.C..�'�C=-. I-�CfI-=I-,,I f,�,Z--_.��-,,d--.I I',:.�j:,'4,��__Iw--��1 I,%,T,,L���".A..p ,:I. .�,�.�:L'.-,�,,�_:-.�-�Aj7�_;f.EL_-,-..:......-A;1,���,,��,1,',�.,1-L -l.,.-..R.l,.' �..1�1._I"-:-Mll�:��."i,,. ;.IMC,.,"..,-I. �.'�-",.�1 .L._'11-1-m�:,'..'�.'1�,.,,'�._1.1., 1,��1,-.-�,,,,,.-1Ii"l..-.-� 0Y�'L_..�ZI...1�.�-:�,I.-. I--,---.,'I_�-,� ,_,,:L -,-,1_��---�I�4IL�-I 1I�.I.;'_. ,;_I�,,,I �,`,,0.-,`� -5,�.,.,,.�,_ :,�;��-`--,..:�,.,,, -�q' -��.--"L-w,--':,.1 I�'Fo I,,-I!-1,-i,I,.I-�:,-"', ,���_,l,�"II.. -,,,--�I.-,.�LL-:�.I r,IyI� .1.-v,7�,.�_-I�,-� '_I-,'-,'�,, I,�' '._-,..,-��_,;t� ','� l''-'.�i_l,�. �,��,-._'I.' lI 7- 1"-- 11 , -r .,.. e. -- .- W,.. +. _ w -,:, " . r: .- •_ _ - .. ... ... : -. .. ' '' ,.s.,'- , ''h. - :, .. ... :. .. .. Y. . : : .::..-. s- . . , .- .. .... i , ._. a :. - ... .. . . -.:r. ., .. v .: , .- .:.:,:r .. .. ,c ..::i .. -d.<::. c? .i x -:..' � t : - - - - a. r :; , .. - _ _.. .. .a -. . : _F -! .. ..:. %' Y+Y� _ _ ':: ALHALCH ",- r 4 - .. - , ,., ,. . - . . .. . , .. - _. _ . . :::.. . . .... . ..< 40'-0• ,. A/R C HNI TiE C T S 7 C n: _ .. _ -,.. :. . . .._ , , .. -':.,. t r. : _ -s .,. ' ,. `':i7aTS VON KARMAN SURE40 KYNEG N TY� Tr-r :r-r " ,-_ -. •; <__ . ,.,- :--,, Yd NM-4 ., , - " i4e zw aem .w.r sa+raLm. x >Ir� tr-Y a� +sus ,. ...., .- - -r-4• _ _ _ ..:. ..^. ... .. .-: ,1 - 725 R&MMON CA MSI5457T _ r D• r to r a , ,tr ,-tr r-t Y-�t x,. , � �'I-,,-��1-�.�',.'�,-:I,4-1,I�-"..I,�- I_I.11 ,.-,.�I�II,� ,'I���I1.':._-.l' ":, _. ,„ : r-4• r r si In I7b 4Ii t72S - - .. : . `'..,-.m,,,,�I,---LI�-.,`,--"-L- 1-a• OPTIONAL OEIX ��I:I i,,I".�,��L_.,,-_,,-,L*�-I,I',���.r; '�,I.��-._--�F 1.,01 I--,:,��-%�,E1"._,�1'. .,:�I,_�....i,-,�'�_I� 1i-,�-.I,I���I,��II t- .--',I,I-'l-,:,�,,.1I._�:-��.- 1,,,-..I,-L_�.'%,'..'I L�.,I,,I' .C-�",.-,-_""�,I-..,.-�-1-.. ., :,, .:•. - 9EE SHEET Ail B OPTIONAL DE . - A1.4 - A1.4 , - SEE SHEET AI r - '+"�' - . r-------- --- ------ _., . .. .. r-------- ---- ------� - .- A �� B A1.4 1,4 I I I --M v��SmH zm���FC� ;•, _ - 1 1 II II _ I .. - 3 No:CI a 1 r 7 CONC. q I 5040 SL. I I a010 Sl. 11830 SH. TEMP.SQL. ,-3 -I - SLOOP + I 4 it . LIEN 1 ., '' ` i IOIP QA4 6', ux.4 . - : TFMP�Cl! \ I Y2 . Z COIRIS ION LOFT/ 24 Nw ATR DNTANO uTnA uaDEL Muse (I I. co Q OPT. BDRM. 4 M. BDRM, ss'",MR HDNCl 0 �P " q+� ITCHEN �t r, b !ST475 IEFNINAI CAP. O' CLO. I"" _ ':"'V . .,�u a'-0- CLO. 8'-0'CLO. - `e h -r%' CARPET CARPET 506a CYP.®. Y I `.. 0./127 ( y M, BATH " ''_4• a oM�oY DIN INoG © Q iV D T I CARPET 0• 4 D 1. '•Y" CARPET CARPET 1.4 14'� t' r-4• 5'-4' ; Q D - T b 1.4 IKIN -PASS b HNNR TH r-r E'- 1.4 O b �F"WALK-IN tr D r D' r r-4• r s-r r-r m WmT r-. v ti a IA C I S'-O'OLO. 116 ,..5, - 4, Q 24 ) a I T T _ ? II/ \1 CARPET III _ Y L © r-r CFP, �(,� .v/ �EF�/� iEEIRRATURE t PRESSUE r ...,f..,E`.�R A_LIIi��I.I;-..:'.,_-- -H 1�.'I,:--L.,��,'........-J_-. 7.,.L-:.I�.4.-,".I..-I1-1:,_,V, I�L W'�._, �-_-i'-L��,I,.II,�_.I 1�� m".-.6-1�,_%.1�..�:-,..,1.�-5.�.�L,.,��,,I._.-,- :: �-- - -___ �_- ) M.SOFFIT I .\ i F _ b a s P 7 b 7 \ r Tr;' Sc00Ttaeasa a �' +s5•GUARD tnFR b iR k I �,\ C Z :L_..II.II.,.,--*,,�;,..-"r:,,IL�....-,L- �._I',,�.t_I.,1,�.:.1, �lLL'���1'".C�-pffB--..��I". -.iI-�_II_�...V-,N-'�-.m-_`,.-,�I::,_.',:,S I-.�-�.,�i-,�I�-.-_.�_���,1"�II_:_I��_E,z_�.��t�"",,..��:L.�-I-,.�I;.�-.:_"�..TI-�_4.���`:"7,I.�-_-,I�.-�,,,�"-.'G�t I,-;,.�1I'I�.,r,4"�I�,_I,I�.1� N'_'.t._:-�-._._2',:,,l:�m-."Z-:1,T-.�1,�0._-I�_,.,,.-,-_.�.-:N. ��'_.I I.._1�_�.T.-_-"-,YAI,1,.1L�i.t I'..,".I_.I-�_,,�I�_',LL..'jL I.PI N L�,I,� P-l G::SI.�-"t�l,1,'_I_,I.I,I._-W-, �I.:,�R,,I `_��.O..L�,_�,,I...��-.I I�_�"1.,,�-.,I'.�.-,.,.-.,I'.I.I-,..LSI,.:�,,�,I'I.I�1.,t-,I L:-.-1ILt.IL.I I".L�,N.L I I,I��...:-�_'7;KN I",I._,._,I"I-,,I_,� -IGI II�-._ ,�_'I_�-'_��.,"��"I�"-.I."--;,,�-I,`" �,-1.,`��.,'�,.--.�_-,--- �--If.',.,._�,1-LI,���L-,L__-�,'-,`.,II,�_,'".1-,.,'.I,..--_.-I�, .�7l.I,I�.:�1.,_I,�'_, -I I,",.--.,-',:.--"-�--,,II,���. .�,',,-.I",,IeIf`.--N,:,I�.'L-;I "I",-.I--I,--..��-:�,",:�-,.��1-_�-'�"_,'.1:,,."I,��-.,_;.I,I-,,.�-,,,,L,':�.--:.��,-.-� �,�:.L'-�- t,:-,�,-.,.�;`.- 4-.�,L__I, .,!,O1,"_A "�.�-T 1;=-"-,�1,,��,-,.1""-�.,:- ,�W,�1-,,.Eu0-�1 �_ ..WI--,-.'�MY,,;,,_.R--,"I 1-�I;g�0,%�,iI;��,I-A5.A:-,�:-.��.-y�4,,l I,.=I..T..4-,,1._i-,7*:-M-.1-",�:�-�,-�: 0..'l...,I.,-1j. -I, W-"='I1_.,�-,,"<.�- _.1�,j II,I;� ---- - ' d RAu-T1P. HALL tl '; r a I • A /' { :Y,._..,.,:'..-.,1.��---:,�l 1 1,L,I }, S. 'Ram . // "."�--.�,-L�,-1.."L,,.,�.;,-,,-.:,:.,,-:.p_,,'I,1,�,,,".,.I--.,1-",� .�",;_,,,'I..�-,-I�-_�-::-..�_lL --��,v,I�,I,!",I,�,,,1'._.,IL`.-;�,j-Ii,.: `�":,.I..,-�,L�_',1,._', i_�J-,.�-'.�-�;,�"1I.,T,I,_,- ,,,"L I�1,�-lI�,,.;-L-1 -�,� ,�.;*R_."_,I,-,,,�I',I-:S�i_-.,,"_.1 I'"-II n,1I,,�I,-��",.,-_ I L- ,N I--"_'_.- -:�w0�-��1_W-.I I�F_.�.;I1 I1 A:�<",,,,.--w,�.,-._ 0. �,::..i.,j I 1 :..:4,I-,:,I�,A,1. I.,I-�1 D-,.;.,,���.._l-:11_ ,.z,�II,�;4 AV_- C o 7 V A CI© -0 CL TIIB/ a - �ii SOFFIT 7 R- �T ��a ��- / � ,,Q O < T! 8•-0'TQ Y p w C -0•CYP, i[- L 8-. "'p' v , LL , 1.4 r 4' °' r r 4'tTr CARPET sue. r_4• t, I -N11 Y-Y a 4' A1.4 0 \ b ps I'\c,. M C ` S Du IL DRYER I7 A7.4 J - / 11420U0 W x F I \�rr� - - 5.3. ,- - (EiL1Nf 9EAI( --- ------- - PROVIDE S SUIR��� . F�OIm PID _- V`.� `,� _ •� _ 5 !P _ _ SH l P __ - I IL C016T.) - -s r_'L- _ n -_=-r :b ODAiS__ 10PL 26 I LTNT k zr " LIVING ta•HL S 4 ,HK D36T.56'I se 26 35n r o• a e•Exr PG RATFaw tr-0• I O 25 voL. cLo. r-tNr r_ �� © MM } L.L T y 4065 aI-PASS : 30Sa aI�ASS L CAflPET - -_..)© Q -•LLI GORE DoaT Z >" --- :1 I 1FYL)■ 14•aa'D06USTI01 . ,1' •` EM 3 19 77 UAC. mP t pot O - uP ' - DRM. 2 NTRY T11'E c1v.HHD.FORHIL '� r: �_ u- :" '-O CLO. Ib t, VOL.OLGL SRNCII AS PER SEC I . � -.J -,';x .., , - CARPET I -• T __ _ - - 4 E7LG]O TMIE U.&G 9NALL �/�i/ - Q `h * - - ADJACENT 7E0 LTVING AIO� - li V ' Z k. �` BDRM. 3 X g ,,f1,,� H as aTAL P�aana O THE a� :�k 7 CARPETLO. o a HOIR.OCQPANf.Y SEPNNil01. ri >r �+ N Q o SC GARA E LDDA7Ia) p` z Z = C Q spp 1� IN a so sL. 0 ( 1wLIFriocAnaN) V/J W 'O,,��� ' O • - b i RAT IX FUMtltONO �\ 0 � --------------- (�'L�a,AnNn) ':T ILIE W PR FL AB01E :.J LLJ . 4t q sEu RO OR_COPE 5 a.. E%IEDIT a 7, b SlflF TO L1FE OF FLOOR BE7.OIF /-k \ SIUCCC RMM 7 - y ;, *..._. ,. O O O O <:. ' T _ \-. tNt'%r SEtr.DAR.OL T Kati \\: PERRY . , ' }MA WQCQ LCH nRCHATEcrsI . s , I. ;:. ...._: - _ _ - - ""SMEfl� LAW CWMp:GYTr' O7HERDPEN„•R' W-: - SRNCCO o _. AtHi :. r t-I' 4-r ♦ I' , - -. �.ORR coPl�M ANr man xA�O�sTsa!'L.MZ .. 5711000 SOFET _ _ _ _ _ _ v ttr-•' n-r r r ) % B1AO770RDE O- . SEE off.F1EY r 1' r Z'1' 16'Y y 5' ;.:. 19'-4' 20'-a' " erA 160R THIMPARTYHHOW T' - - tENALHALCH AROHI ECB. PC.HARAEESS. - • .,,. . . - - .. - to 4- DO NOT SCALE OILERS A B ) a . ` - A1.4 A1.4 _ r - _ + -. B RE NS A1.4 A,,4 S ODESCRIPTION VLSI N-, DATE , �h 9-21-01 "DEPT.CORK . 10-2-Ot CLIENT REVISIONS . :: .I ~< . Ppehy�/e corB8 bed ,�qr 10-5-01 BIDS DeT,MW :. .:_, 4 J .'.; _ :.,.' i' .-..-. :-: .�.,::: ' :�':.. -:...,.; .4L The .41'all aPP c tI _ �.adherenc... UPPER FL - OOR PLAN - LOWER FL OR P a hoa a ... nt 9r rh OO LAN R s!o h nr Win,,,Perrng2pTl Nn s V : . :._ _ - , .r agree Pa,seN or a.p nd n9 . a s 'r ° - ." . . : ,.. : - t¢ .: '� _ r _ .,. , x +- r:.� ': :: , , ' .. ",. . - -: ..,, „ - :. ::' x.. r ::: -, ....: +Auer. _ C,u , r -, ,.. - .: -,.. - - ,_ .. - _.. . .. .,: .,,.. .. PLMI- : : -, . :. IF�QOFi NOTES - ,�: , - FOOTAGE TABLE .1 + . .+ _. . .- . . . . � .; _ ::�: .: "' . , T APPl�JVAL.. oEsr,LER aPI" : ,v i s. G . 1. ATTICS:ACCESS DRAFMCIPS MID MWILATIOL PLR UAQ q=EON 1506, 6 amMIUSTION AIR TO MAIER(EATER PER -- .,s�.'::'".. r, - .... - :. y . ENT .. :.. ,..:.. LnAEEE RcolE PLAN Esz sa FL -...,. - .Z - _ L IIDINR LEANS OF FDIE55 FAC6ETIE3 MD E1ERL4JILY E9C+1PE2 7. ENVIIt01YENTAL AOt OUC/S f'ER UJLG SECTION SD4. +' ,...--_• _ , ,-.' - d- DAOiE - ,. - PER U.B.G SECT20%J104, :, .: :- .,:. '�E a. .. ,...,.a .. ,. .. - UPI4R fLDOt 91CNATv ,, : , .. - _ .. ;,. RAN 702T 9G,R. ... I EP � . ...-- -_ a MEONANICAL EQUIPYIXT LOCATION MO DAMAE RID ; . -., , :.:.. ,-. -.. _ �. � ,, OEYf.SIJd/lTAL:..... ., , ... - , r , TECTIDML " .. ._, .:.... ,: . .: ab/S•01 L -s1AFEMV GLAZING, PER UiC ffCgO 24M -:.. ,, - -'_.:':i�'. ?:.:�. ,., ,:, :. _ - •rs'�'.`'. ..---,-.-_..J . . H�-:.:..:- PER u.r c.SEct1oN san , - :_- . ;-, TOTAL%FT. I= SG,FT. - .:. �• :., � ` _ _r., ,. -.. _, , . .. . _- , _.. CN7tl6TPUCROR - -.: 4. iACIOLY$18-T WRIE15 Aw F'OImAcEs. PER U.B-G SECg01 JIOQS' - ..,,_., �. .. -«. OAN11GL 9Q FL 4Q0 94 FE ...... , - - "y .rtr _W .l 1A1ER HEATER PROTECTION FROM OArAM PER O.PA SWTEGl 5= ,.. -. - ;, : - �i . :: � . - ooeucMEaMN AM 10 FORGED.40 . PER 7 : -_ - - -. _ -. , .,:' NMU FOOD IMr a IMNn U1Lc alArmM . _ �OE}A!E AaE vARY CIE ' . 4' .:, '_ <„ .,,, . ,, . 1IaA,mA� C _>. _, Io ienloo+x cw aaAnoN ., �I��/� �, . _ _ slog __ - e-. _ ,C M•I Ev. ,:.- . - - .. .. _ _ -. . - „-BATE' ai ., :e :+.. _ ,.. .. . �r� .is :': :. „ . .. .. .. - <. . , , LOOR PLANS PLAN 1A P _ _ ... , .: .., : ... :. .... :. 4>.. n. a , - :. .-:-: ' ,. , x . - - _ .. _ - ':, .4 , ..- .. -: - -. _ , x,A,...;,..... ax ... .. , ..,..-... ro-.,.. .. :.� - ...,.. .. - .,,. : .. .. ,-.....,. .. -.a -.:.. .. .- .. - _. try ?'$' - . ..-.-_, .r-_.'::. _..,„ - .-_...•:..-r,.�..:". '..,_.. ...'..,,.. ^.,. _ s .. .....a. /s xM, el LOUVER ATTIC VENT .. z a a ,-,/ , l � ``• -. Wes...... - , � W E110 (t20 VENT - ''s .' .' .SCREEN 80JIL •..•, ._ - -r , 1 y 11V A , . _ .�,. _- , . . . .-.::.- -. :, -: _ "ARC M HE�2.MALHALCC 'WTE/M YNNIEG�1014J25A 94 2W W tAw.tlNdtltdl.ton in W9.150 tin AA5HOP/A1t1F&031NiE� aG915t6dStT�S RFA9ANT 23 r^ 1T15 , %6 GL El .: .. _, ,_��» ': r P ,. T. LF.F. ... '.:, ,, ;.w ,....,: ._ '. ,. :.. _ _'U•'t'.. _—_— _ —_—_ _—_—_-----_- - _—_--._-'----__�.' F.F. F.F. T,O.P. T.O.P. _ �Y • v. to � TE)/PN Q. TEMP GL - i b• L )8� .' F. F.F. F.F. t i < _ EE �.stoop,BECK AT fiIGHT -; PECK AT REAR Y�ECK AT :LEFT. � :.,; . NOTE,REFER TO BASE PIAN SHEET A1.1 �.. .• ,.. -,,�� FOR Amman.Noyes AND Irt-aatAna r- .., NOTE ItETEJt TO ELEVATION SHEETS A 5. ;,_'. :x, _ .., ?; .,., - .::�-,.� ,. .. .:.•.: :'. -:... . � :: A1.)AND A1.9 FOR ENHANCED EXTERIOR EuvAnats sHDwac ADDITIONAL ARCH. . �.._. OETAgOlC AT REAR AND SIDE ELEVATIONS .� Z , _ , . tom +JB•aA/DRAIt-TTF. OEac ABOVE - LINE OF : n , t 1 z - yr t .ea• stoop t t I m800°iP a�Ass --- �r�at�`�ROV Pont A tA�ht PP � W J � Q coeG SL.DR V « P.aAss � '� o t M Q Z OF 1/ �� - - 1 t �51CaNAT1,RE �O �y .:.;� O n -OPT•.BDRM• a -M. BDRM O � FtI7 AF MILY DiNiN �r€N :-z o d _, M. BATH �----, s0`/E® {.UPPER FLOOR DECK LOWER FLOOR DECK � As REVISED w - CITY OF LAKE ELSINORE BUILDING DEPT. - •;-< ` _ ': ,. _ ::' ., ter, - ,. b4001 WILLIAM ilE2LAALtiALG1 ARCHITECTS.1WC. CHTMOTL W. }tIIg$COMMON UVY COPYR�WM AND OTH91 PROPERTY flE�AYES C �NITHESE PUNS THESE PUNS ARE NOT TORE REPROIXKED. N ANY FORM OR YANNEN WHATSOEVER.NOR _..;.. .,: ,.._ ..... .AT THEY BE ASSIGNED TOATIWO PARTY NIiIgUi NRRT ORTAPIMl6 `•' NUMBER ACiA MC .tP OF UDNAUTHOMM RELLM OF PECTI ..THESE PUNS RYA 1NR1O PARTY.THE 7}Nfl0 PARTY RMAl1 HOLD O �'.::t11A1.UAM NELAALNALCN ARCHITECTS,.YIC.NARY1F55. THIS NUM COMPANY t " . . N NOT SCALE -PYLANS r 00 v -�D. REVISIONSDATE scIPTtDt� : _w ,, - -. ^,• - , 9 27 Ot PLAN DEFT. CORK. 10-2 Ot CLIENT.ttEY[SIONS W , , ,:, _ , , _, ,. - ., .-. .. • •. ;� M, BDRM, _..,;;:,� DRM�4 +. 7 �r , s x , enR ass y.. , , ' r ' _ n , _ BT Od ,.- ,.. ;;. W , '. : : DRM. 4 co 1, , _ a N LIEU -OF Ffi. .. a -.. .: .., -. : ., ,..., .. .. ,. '. .,u:-.: _ ,. _ ,. _ ., ++,.. ♦ .. -. '.. ,. .. .. ,. _ _ r - - _ r - x-s - '., ate' .. ., ... A L LAN PTO � -�- .� 001� O P�L.AN 1 ,. N. Syr, ... ,.. • � : �F. ... �. -..y... .• .- ._ „ _ r •- I ...ro`P'.irt».axS..4alu•,�'%Zv/.5:8 b._>_. T' ,. 'S -. 'o..-. `.. c. ., .. .e. :..m t ,,yy :'.t i. -.- ... :. .. Ems, "�ie:.'" _rma.,ae �'r:+�ks:��a•4uc_�+£>�:M•nF.,.1,1'w n.v+,,r�:-, _:�.a� sJ. _-m.,4.ze�:+..4aaaryx._�.:^v- i 6„3bri,..:.dlt�r'L�F.w,LY.�i4'n✓.... a,,:-.i. ,.•. �•'ti. .. n.. + 3". ..-c:. ,,.�_,.:. _--.�. - ..:,. .....::Q�c'..,.a-.,sway..rriez,'�r{,;�ifdaTt+._.•..�k=�--.Sao,:,:,_.,..du'�r.,.: .,c,-a.. .,r,esb._. �.�:n,._.e. aeaE.a•�•^1�_-,F.:+wsA��ut�..� �4i s�6-.'•351 -.�,.e..�:z�k...,.ssdror+3t:.^>..y.._2`":'A��.ry2,•. Ik=LE.r .,Yi'•.'=.':,,cr'::a:�if�:'l'rt�'e_��.t.':*,�i6Y9.aL `*"'rd� , - ,V,�,, W."..; - I , - --t,�t, , - 'fit.. '. , --,� - - - ,- ",zZe, � - I I ; ,�,z �- , - � , � . I � , -,�-:w ��,-; " -- - ,, --:-' I I ,,�--- --,,t5�`,,',�w -,-',",-: - - ,_,-�,, ,.,,, � ,�, ,, , , . .:1,I -- � . -, -,�. I � . 4 , ,- , . - I .,I � 11 I -,Z�', ',�"t,��� .�.- 1�-� , , ,�', .- , . , - ,.-��,--,��---,,!��' :- . - - " ,,-�,-,,-�-��' -�, :�-. ,, , - - --,'-* ,'.��--:�%, " -, , � -,-��','-.: -� �,-`.'�`,'?.�", -,�-.�7",'e';,"---:-, ?- - ,_,-, .--,','.-'�r,��--,.,_��-,t,��:, , -, ,,I.-, -:,-,--'�,-'," ,I,--, � - I , �----.�ee. �, - I I - , , I � , I. -,,-�r, � I - , , , - - I - . � , - � , ... .',� I I . . - � - --'-- ,�,--�',"�--'.. � -, �-',z,-�-�, - - ,� ,.`�,--�:, , - , ,, .',�,. ,-,�-` -�:�� :��. - , ,, - - -,�^��-,*--�- :-���,�,;, , ,� .�� , - - - -. �, , - 'r -- .1��,-. -;,. -*-, �*-, -- , ,, - -,-: ,-,- � -` ��'-, �:,- . - -,, �--'�-�1-,��---:J��, � , � �, �. . . � , -.� , � , 4 �---w - _ I- � � , I,,,� -� , ,I : -,p, z, . ,� ,�!� �, X � .7 . �, - -,-,,-:,�- --�* I ,'i��,.. -. .- � I 1; , , I � - 7 -�, - I . ;� -� -, 1, - ,J-,,�','� - . -�Z'� , ,,- - '' - - � 7, � I - - - :, ----, , ,".. I I I I - 1, ,'. � ., � - - - � . ,"- . 1. I , . � ,z�.*:,�', , , :,- I � - -�' - . 1,----,,-,','-'�- �<!','-, - - .-,- 7---- - � � I-1�1� 11 I � �- 1, I I 11 , , . . - -- ��, � - I . 1. I . - - . � � ,- - - 1.,, - I I " � :,, :, , �- " I .- � -11 I� ,- � - �, ,� - ,, I �� .1 . , . -- -I..-�: � , ,,, - - .�--, I�. . I -- I ,.- ..�. .� I ,-,:..,, ,., � �� -.,: -, - I , -, - : - � - - , - ,-�,` " - - * -- :,�, � , I * - . � 1. 1� �. - I � - - - - , , - � I . I I ,-,. ,, j.:" .. ". . I I- � � -�. - ,,� , , 7 ��! , , - , . , , � , -,,% ,��" , .. �� ,� , I , I, �- I , Z - �_-�,�, �-,, , -,-, ,,- ---,.,.,�2�,,-- :,�-,�,��,,. - - ,,� - , , - -1, , I. -�,-�� , - � �:� I �L , , i , 11 -- - - - - I , -I-�-..- * - - �,� - . ., -�I-' . __ .W.- � -, �, , -- - �.1.,I,-� � I-�,-, I �� 11 I I , � .. � � - - " "- �I �z � - ,�-, � -,.- .- , � I , -I . - - . . ., --". , "-,, - , � -- - . , - .1 1 . I . - � - - , ".,,�,, , " -:, - . --,� , -�`1--�,-- -� -� - - , , - `-,--�,�.--- ,-, - , �� - - - - � : : , - - - � , . ,- � -�-:�---`1-71 - ,�� - , " " . .,, , - --, - - - - �- , ,-. , , ". -:�!; -,,, ':���,� ;r , �� I- , . ,� �... ,-, - �� e � , 7�'.,�, , .. -� ," . .. �-" , --.,.� 1, ,--,Z��.- - 7'�, , I ,� -- ,�" I, ,.,, I - , �� I ,, �-! � -- , , -: - . e- , , . . .1. 1-;: ,�t,•�;,, �1-1. , - �- . -� ,]�. !t,- ,:,*-^.'r,�- t,-`,-,7.� . � I , I�, � :1 �."""-,-..-�,,���,',., �. - - , - e� �,.: - .. - ,- -, , ., �, :., ; , - -, , "'.; � :'v: --i�.�11 � ?, �. �',.��---- � �, .- , . I " , ,'e z - I - �-�, - �. - . -1- 1, - ; I I I I - " - , �-� , , ,;' � � * , 11,1".- -� - , I - -.- '.. I - . -- �-,----',%, - � 1.• .1 I I -`� - , . - I I i,",,- ,-1-,:.-,,:, - �r, -� I , - - , ��- -, , I-- -�` , "" -,' 1 � "i.-%, " - , -,�.-� r:- �. - ,�- ,,, , - • � . � - ,:--, -- , , . - - . ,- :- - : ,�� ::��:-,�'-,-:,'..-, - ",>.,::.- � , ,: � , ,"' .... ... -�--- ,- - . � - ,- ,- , - �� ,., " - .1 � - I : - -� I - , . -`,,, .,�.� ' ': - � :`, ,�.xz--.`: - -,� -�,,; , - .- - '-<��4 - 11 --- �-,�11 �� :-- � ---: -- � '. -- �,, I ,�;- -,-,- - - . �. . I ", ",.�,� �,�z*- � I , -:�,; �. -, --- - -- � . '- -,�� �-�--�-.-'! ,, t, , , - � -%- 0-,,, --,. - I - -, A :- ;- - - : - �- .1 ;: � - - '. � � I, 11 1,� --��::�,, --?-,,�,,� I I I I :--','...�11-;,- ,�'- ��.. , � �1,� I .� .:_ , o . - -. , - I - I - : . , �, - , , �, -,.,- -,,I - -�_- , ; - I - - I . � 1� - �� , - v:- -��I I - - , ,:". -.;�,L: , I 'll- '. I . �i I , . I _ ", I . , �. � � � . I ,-7�,f, .- 1, - � � "I" . , � : ,. - I., ". . .1 . . - - , I .1 . , - ,- ;- ,�,- � - - , I I . - - -- : 1-. -:� ,-��- -. : , �`---;` ., .1 - I � t'. , . - .-� '. . - �, ,,--:I . . ,, �*- � 1- �,. , ., : I , , , . � �.�� 1�1 1,--,1�,, - �_ - - , . I : I. : I.�, . I - , , , ,,, , �-:�. . J . I . -1 , .. . . I 1. - , , I - , ,- - � - a - I -, , I - I I -1 , *::, , - I ;."��� I �I - .- - 1 , . . y I - I , . ."- . - -- , , , -� .�- , - � "' ,. ---. , , - i,- : .. .,4.,: 1���,,-, . I" � .-- - I .", . � I ��1.I - , * , - , , .- -1- - , � � I . ,: �. ���,�;�� � , . . - : - - � o .',. ,, .... - .. , . � . ". , ,. - . -. �:� -�, I I : I-- z 1- - . ,. .. --.,,' .: � , , , - , , . .. - , , - - , , � , � . : - - - , .1 - - -.1 . I I ,�.,� I "," I I - . I � . 1. I I -� - I -�. - �' ,.,* . - . , I , , .. I I I. - ,� ,, .. -� � � I , I I � I - I .��".-,��, , ; �,o ��z--�," . 1,, , I - -- � ,�-, "-. , ., , - 1. . 11-�. - -- - � ,, , . , ,7. . � �: R. " �.,� i:- . . - "�-;: , I , . . I -- - . -,- I 1. I � . . .. ': -- :� 1, . . �, :,- . I I - -- - -�� :I ,� I I.- . . ': . . . I I I .I � 'i"",,, L ,_-�� ��� - - � � - ��, - - . : I ,. . : � . � . � . � ,� , � I : - 1. . � -. I . � . � �,�,t` � - I - . �" � I I . I I � -1 . �I�, , .1. . H " I I I , v � . � -. . I �I - I ,� 1, I , . . � ,,, * ,- : �, � - I, .i, , , . . I � I . - � � - ,. 1.�,, ;� I ,, I " ��� WLLIAM HEZMAL ALCH- -� . - .1 , . I � ,.1 11 , I � I . � - - - . I , .�.-,,,�, - 1 1. I - - -11 - .---� . I � � , .j � ,I, � I � , - . .11 I - 1:�� � "...- I .. I I" '� ,� . , . . . :: ; I ,- . . .. . ", . . �, . . . - � I I , I I I"-- , . ,, , I I , � � , - I- . I -, ��,-;"- j . . . � - I � I I . f I , . , '� � . .1 I..',, -, I . I - I �. . ,;, 1. - �-- - .- - , :, ��-, �� , ,, . ' I -,,- : -- -��-- 11�111 I :.� �-' � - , - , - , . - � . - .I . � I .. . �I .. � ,.. -. . . I I I �., ,� I . , . . . - t , - -- -:-� .--,-�MVONKARMAN SUITE404 RVmCA 9Xi4w%:- �I . f�- . . .1. I . . . ", . � r, . " . ,., - - - - . I �� I � I. - � - - v . - -- . - 11 , . �, . - . . .- ,, -,,`.�', � _- I .I " , , -,-- '-20 250 OBW wft"J**aW bx 90 250 t5n -- - ', 1-m . �'. - 11 I �: , . . - - , . . ... I . . .. I -��,-,�,, ,�- . -". ,'-'�::.-, .--�,-.-,,��v�-.I- � -: .. , , -'- , I�, -�,-, ,. , . 1 � : �,: I - I , , :;_ .. � -.1 , , -, �-]`- - - -, - 7�� ': �.-,--- -3MHWyAF1DFM SM325 FLEAWONCA 945Ww I . I I , - - -: , --- " :.,�_,�;, I - 7 11 .. I I I I . . I I . . . I I .,: � - I .. . I .. 11 1,I � � . 1,I - , : � . � .I.- , - .."1. . . I. . -,�-_-.,,'.--..,a;,,, , � , -��_ - - - - . I . I . . .,. � � . , � ; , * - , -,---,:225 463 1706 -:, ,tn 9Z 493 i725 : ,�, I.- � ., .� . � " ", I I i 1. � I . . . � L I , I I I- -,� ".. -, I I, � I.11 � I . ��,, �,' I . I � . I � - I . � .,',I 1. ��', -*..�.--- ,- �� ". ,�.. . .I � , . I I 1. . ..: . , I I 11 . . ... , - - � z . - ;�., ?-,," I 11 - -,- I . - . I � -�.1 � � X , � � �s., . * I � I .� � � I � .� �, I �, ,n�. , ', 1;:, �� , .*, �� . . -I ." I . . , I I � � �I ,,! � �', . . � . I. I I . I. .- ... � I : ,�,-, I 1,I � I I , A �� ,,.-, . , -, % . . . �, I � I �: � . : - I I I . . . �i,. I . I I I . � �. . .. 11 . � . . � I �, � . I ,-�,, - - � ,�. I - I - I I 1� , e � , � , - I � . - . . .. � I I I I , I ,'� . . . � . � � �: -. � - - � ,, - - . . � � �, I I . I - .- I� , . . � . I � � I I'll. 1. . . I - . �, . * -- . - * ,,, , ��: , � I 1�, . I I I I1'�, I , . - . * . . . ,� . , - � . I I , . . , , - I I -- - � I I �* . -- I - --. . . . .. � I � : .1 ��- � - I 0 A I, : 1:1 ----- n I . . . I ,p .1,., - - . - I I . , 0 . - I I - I ,, , ". - - - ' L - , :�'.;', ---' ; 11 . . I - . - �':, -- I I � . . . I - I -:0. -::11; I. -,�4 -�- . _10 I I I - -:.::I '�,'L I, � � I I I I I . 1� I .. . 1. - � �. -- . I - I . . I I 1. ,�� , . I I � .I ,� .-�,-! tkez . i . 1. � -7 .,� , �; .� ,, "- � � I - - - I I - -I 11 .1 " . . . . - . - I - I . I I 11 --. I 1. , I � .1� I I 1! I - .I 1 +72'7-,, I .�-� �- . I � I . ': 1.I ., - ���- -, I . . I ., 11� ��., . ._:".��;,; -- � � I I I , - I � �. ' � . , Q - ,. � I 1. I ,It . hh 1 T - , �' -; --. 1. . . . ,I I I I . 1� I : 4- � �- , . � . ,� i . . . � : ; -1 I,: -�'."�. � ��. -, 0 ! .I . I � . -. . r . I - � Fc - I . �I I . ,::�-i,i .1.- . I - I- � ". , � . . . . I . T�I. , ,1l 1 _.. iiI- a Pr:L I-H I", I I z - -I, I��-I DM'C �- ,\ - '6 . , "- JA -1 -�'-00 1" - .L- ' LOFT/ I DLROOMEOR A/C CONNECTION -I---,- I I. lu, L OPT, BDRM. 4 M. BDRM. - 0FL FINK HOK UP BYMEH.SJBCONTRACMR T 21 4 4 d I FH I / M- BATH FAMILY DINING ni a " ,\ , l'--;'WA I I -- , I\ I\ ,"" wT ` ii / \\ 1: � 5 0 V0 - - n fR ANAmc - ____ C ___ I I - 4@ $o ,-1 � \ ; ' , - _ - - OPT.=6 5- = �- - - .- � - - -I sI - -� � IN _ . 1. = LIVING ------ \I . ,S*TTC 0 D .1----- I7�Lj %- -" ww - - u < /I \ I\ �f.:AOOCR& !:- .=C-----" A,, I - - .1 t tI ( / BQRM. 2 \ u - <ENTRY T I \, wT \ \ - I --��� -:, , : , .7- I ._ ,.- - � , L L1I-,L ,'-- I I; , - I,-- I- 1 ,- - , -, -,- 'I - " , - ' .t� ` , H/2 T WTS --j OUTIFT FOR GARAGE '�JUc -- BDRM 3 07 DO 6 C ,� --- GARAGE � . < _Z l. = , m < - ---- 4 v- . _ 4 LOCATION) I' &oV n m .. NAW/ �� - - - 11- 1 say.. - - 0 ❑C . u a❑ 0 ❑0 fVmEt-' '.r. �� `I -,. L 1 I � . EA POO, , I .1 . I . CITY OP - BUILDINGDEPT COMMON LAW COP1HT AND'T'E KRTY RIGRTS PANS.THESE PANS ARENCr TO BE REPRO UO.aOR COM N ANY FORM OR MANNER VMTSOEWRNOR . THEY TO BE ASWO TO A THRO PARTY WMaFTOBTANNG o MVTEN PERMtS"A)CONSENT OF MAIM HEMWALH =ECTS'M.IN 11k E%W OF UNAUTHORIZED REUSE OF PLANS BY A THUD PARY,THE THIRD PART SKkl H= r- WAIJAM HEZ,A,";HAPCHMMV,RAFOALM MNOT SCALE PLAI -Ry � REVISIONS fs,I/vcUPPER FLOOR PLAN LOWER FLOOR PLAN p E-a.,"- oar BATE DS RIFoN ,oploa,ZZ, o ,ss,eo ,1aka�.,;D _ 9-21-01 PLAN DEFT.COW_ _ -the pi"e, � har,, 11the �' 4 I I Z, �e c y-L&,,C perm/ o ` 1W ,hof ��, ", "eo e p"aU,,�O.f a I0-5-01 &Dr DEPT.CORM. I, I- :- :-," I . . ";c -;T,, ',,'-,�,,e ,11,�4 , - 11 ,o01-, ,��,,Pe 1 � a, E LECFMA O WHANL N PLua NM t' " ', , � I . . ' �wa� � 1 4w � �,� � i. GROUND-FAaT ClIt=-NTERRUPTER PROTECTION FOR PEISOMML 1. FIRE RATINGS FOR O=JPMM SEPARATIONS PER UAQ SECTION 3OZ4 1. WATER HEAU PROTECTION MW DAM ME pm u p.c acym IlGA abNiATm OF GAS p7m PER LP.-s=cm 12111 , ,, 1" PER NZC. TIC E 21 � 7 . '.L 2 EQUI%EN T INSTALLATION, PER U.W.0 % N 301 ,I -- ,2 POWLE VATM OUXETS WN NEW ATTAGNXTS PER UP-C BMM W"7 •I BONING OF PIING A ❑ OEDSTMM&STEEL F- Z MEMBRANE PEMETRATIM PER U.&C.SECTION 7067 , 1 UGHT AND VNTATN N GOP R OCUPANCES PER UAC 3=h 1= PER KE.Q ARTICf 25D-W. & %AOE SRPW AND PROTECUN O W=M"M �.. I I EECTRIC&BRAN04�IT'FEEDER AD SERVICE CAMLATOM I .p.0 SECTION 7LO I - _ . : PER RE.0 AFTIME 2M 4 EWUWn ACCESS AM WCE 3AM PM UQ SXTN 307 �, . A AMIANCE KUBNG PER UP.r SECTION 807A � � - � "I'-I.- L .. , i I4W= ASTEPol FeUp-=nk8010 ,<�,� , - :, L " ,' �. I 4 QUINDING MECTWOE SYSTEM. PER NXC ARTICLES 250-81 NO 2*-U �._., 111. %10AER AM TUB/SOWER COMOM 11 ' W0m :. � ,.', .. . I R UP.-SCIION 40A 1 � . , ,"; BY: )J . & =M=IMSTE WM'MM FM IPX SECTION 104A - - •�. I I :I 1 -� ," `- •- -- � - - I FDM"IN OMMS COSM PER KEC ARTCE 40-& .1 � I - - - - - .. - �. ?� 7- � - 5 L . . - JIEWWF: , ,- � WATER��PS �; PREMME PEW W0U NO 0=11 : - L � , : 11 i i RUJEF UP.Q0 � . ' ,: , 1 1 I 1 .1 KT RECWTALE OVM PER C ARTICLE 2tO-3Z -'� � ' -,- I - .:. T. =no " UPA= A&a � ' WQEV MMMR I= , ,� -- , �* �'., _ � j"E AR-CODITHIG AND FIAUDT M i I - ��, ." � � 'e ,, 7 TIK WEQUU% 1 .,� � .1 17 , ; , ,P mKEC ARTE 210-U � � , ,.. _ I , r. . ,_� "- . L ol 1: : = CTORMSSTEL PER UBCML - ., - : - � .� � 'L - � - , �-J f *A: 2101�- L 9 VETEAND 24OWM .. SIH 3NX . :, � '' I' , - 03AqI = . - , �I , - " L. "- " �` L, � Q0 I - -- ARATE CNIAT. . r � - ' - '" " -�� ; -�:1 - 1 I , �- . .i . . �-� i s - - , . , 2 t -_, 0-5-01 Al .3 ;'Y LECTRICAL .. A UTILITY- LAN - , - � - ,. - ' _:SCALE: 14 T-,•'0: - I " . : , ,� I , - - - -,,�� t -� - 1 -- ; . , I . - �' ,", -� � " : :. - �I, - .. ���, � ,�, - , - L � -.m,.a .'4 ;,�- , _ 1 , � � I -_;� 2 --,.& -��- ,,I�__ �, - ___ ._ �- �, - ,; ---- -� � Z -" � ,i ,Z" .: 1 , .(,L ._w,-. �, , ,�,,�. ,., 1�1�i " - . � , �� �l I�"._ L'_� �; .- . ,-' _ ,,,�: . "4, " .�- - .;, � � � �;" - .- .� " --- - � �� � " -� i, :� � ��_ ,. L�,�; V � - I .1, .- 1_- I- :I , , .� I , - I� I: � 1 1, �1 , ._ : � � Z- _v d Z t MAWS By OTHM Tq.F� QQQQQ WILUAm HEZMALHAL(=H .7 51 M 404 NOE CA 17175 VON KARMM 9314-M so Mg 2500807 wwwwOordwisols.own tax 90 250 HOPYARD ROAD SUITE 3115 PLEASANTON CA 94586-0527 SM 4W 17M T LOFT/ o bx 05 40 17Z OPT. QQRM. 4 Fir(numuirup. TRUSSES Ff. It It 1111 if 11111: BY ORM 'pliluil-IIJILIUL4 TA.P. SgDARCH ---- 7* CI 10 TREADS AT 10'EA A r6 E FAMILY LIVING PORCH L- it 7 It SLOPE C,3 F.R. LL- ca LII N 4 L-7 CARPET 0/1 PLR). L TREADS&RIS9 L 0/3--W2 STRINGERS 7 12 im 5 W C INUSSES By OTHERS C) t T.O.P- -—-—-—-- —-—-—- O.P. U_ M. BDRM. HALL BQRML 3 CA) 'Uj Uj C) —F- STAIR SECTION SCALE: 3/8' T-0' F.F. C) 7 . 12 GYP 8D.FOR I HR.CONST. 10 Lu 5 Lu 3M�EXC.34 SHALL BE INSTALLED ON WALLS AND CEILINGS ADACENT LL DI ING ALL GARAGE Uvm SPACE AHD ALL WALLS Am POSTS SUPPORTING T14E HORIZONTAL PORTION OF THE c) TRUSSES OTHERS 1. 1 ONE HOUR OCCUPANCY SEPERATION.PROVIDE 2 LAYERS AT CEILINGS WHERE MISSES OCCUR P. FOR APPROVED TRUSS PROTECTION. 0 C)II V) %nK r uj -—-—-—-—-—-—-—-—-—-—-— 5 LOFT TH & PPROHEZAAALHALCH ARCHITEM, INC. VK.UAhl HMMILHALCH ARCHlFrECTS'ING E(PRES&y HE YES 9 12 12 AS R•�V, _.W"LAW COPYRIGHT AND OTHER PROPERTY RWOM CKkW NOT TO BE Rl=lllll AS REV;SED IN SE RAM THESE PLANS ARE T --—-—- IN THESE I U,) a �ED.OR COPPED M ANY FORM OR MANNER NOR T.O.P. F THEM CITY0FLAKE STNOCT.TO eE D A =rEN PERIA6"W CONSEW ........... BUILDING DEPT CTS,INC IN THE EVENT Of UCNMftTH"0R[ZH"RftUS0E"0CH 6 gt�BY A THM PARTY HALL HOLD NED ALMH AXtr CT PARTY Sl INC.HARMLESS % MUIR 00 fY0T SCALE PLAN* Llj KIT FAMILY QININ( REVISIONS DATE DESCRIPTION HALL ATH 2 9-21-01 PLAN DEPT.CORK, 10--2--M CLIENT RMSIMS I�A �7 F.K. to the ID0000DO nor)() ' ' . -i.1i on'din D Pe oi,t0ed On d lo C� U-1 SECTM NOTE DUUNQ lils"Tm GYP" STAR Lu (ROV TO SPECIFICATION SECTION 07210 FOR ADDITIONAL DFORMA710N.) (BEER TO SPECIFICATION SECTION 00255 FOR ADDITIONAL DFORMATICK) 1. STAIR PER t)JLr-OUPTER$0 AM .7 LIVIN 1. 7KESE&WING SECTIONS MAY VARY AT ALTERNATE SERVIC HALL PW0. GARAG E.EVATION STYUCS AND AT*PLAN OPTION*CONDITIONS. 1. E)nuuOR WALL ASSEMBLIEr. REM TO T-24 RDPORT 1. INTERIOR WALL ASSEM I/f Mac GYP.em UJI.C.TABLE 16-A AND 16-& FIll=NANWAGW5B:: u REFER M FLOOR PLAN ADDENDA DRAWINGS FOR 2. INTERIOR CEILING ASSE161M W TFUCK GYP.SO. 2. INDIVIDUAL STAIR HEADS PER UAC.TABLE 16-AL D.A.ADOITIONAL DFORMATION NOT 94M 2. INTERIOR CEILING ASSEMBLIES REFER 70 T-24 REPORT Gyp BD. -13. WITH AMC SPADE ABDW-, 5ZSr YP ING 2. THIM BUILDING SECTIONS ARE PROVIDED TO 111-USTRATE HIGH G SO & BALCONY RARINGS AM QLAIII)RAII.S. M U&C.TABLE I& DRAWN By: ASSEJABLM WHIX THE FRAMING 4, STAIRWAYS. PER"C.SECTION IOU34 DA THE ARCHITECTURAL RELATIONSHIPS BETWEEN STRUCTURAL MEMBERS ARE SPACED GREATM QJARDRALJ PER IUIUC�SECTION Sa Imm By: EIDANTS,INTERIOR VDUM CONFIGURATIONS,AM BUILDING 3. VAULTED CELDW A=ft� NOT USED IS D.C. PROFILES.REFER TO THE STRUCTURAL DRAWINGS AM SIAN TRUSS MAKFACIURERS DRAWDICS AND CALCULATIM 4. ASSEMBIM VIM TO T-24 ROW I INTERIOR OCCUPANCY L FIRE macoamc. PER UJLC.SECTION 7011.1 NO 7al IST TILDE.DEPT.SUNWITAL: W113-111 _j Y M BEL COAST. IFOR ALL FRAKING AM INUSS INFORMATION. SEPARATION WALL ASSENBIJES: Vr RM TYPE 7- WUMIN TOM I I I - .L - Vr.!Rr U.B.C.=4 M 3.SHALL BE t MIERIOR NORM OCCUPANCY OF I ON WALLS AM MAW: A THESE SHOP DRAWINGS ARE TO BE CER.INCS ADJACENT 2901160 S. INTERIOR OCCUPANCY REFER 70 T-24 F13-ORT SEPARATION WALL A390MLER FOR TO IMMOk DRANNa SHOP DRAWINGS rm SPAM AM ALL WAU.S AM Posts APPROVED BY THE OWNER AM LOM BUILDING OFFICIAL- SEPARATION WALL ASSEIMM SUPPORTING THE HORIZONTAL PORTION OF THE I -- !, ,,, SUB-CONTRACTOR TO I=VERITY All COND1111ONS PRIOR 2 64 L AT 11 �mrrmrnnrrmr I J� l TO MDININ BY OTHERS CINE HOUR OCCUPANCY SEPOZATION.PROVIDE 2 % LAYERS AT CEL04GS*011 TWSSM OCCUR 10 TIE"AMCAn=OF STAIRS,NANDRAU 40 QNRl)RAllj FM APPROWED INUSS PROTECTION, -.-WTE: SHEET Z. 17 N 0_5_01 Al .4 !SECTIONS -,-PLAN 1 SCALE: V4' �qa �%T 5 2601 7 71 .:ass ✓+.-z'. ,:. .._. -. ..,:- ,�:...,,. .> ,- .. - :.: .. . .. - -. . _ _ •_ _ - sue,..:.. . ..::� ✓'. � _ .. ..; • - :. '_ _ ..... 'Fy d �'^. F n .. e5. X +•n ... - ' ,V1/ILLIAM HEcZMAL•HALCIi .;. - T.O.P. —_ VON MARIMN WNt0ilSfi.OISI 1S%20 91Q 7b01B26 Jrr I ,30HOPYARDROADStNT nlKE,ASWIONCAW516W 4 i t---_---- . >�PARK AgFFSTQt-TYP. - 2a'W HALF ROUND G1 DOYER ATTIC . 1r'4•x1Y 650iFt7/ 60 30.1N.VENT AREA 1 -F�- •Y75 Ap 1700 Y 928/83 1725 W/YEFK GP.C.L SUDOLE I : - I .- _` _ 01 I __ ',, ' /" YET`LOUIN. ATTIC YOU) I + 1 1 WIDMUL DEO( . PENT(13S SOIN.VOLT AREA)-7YP. 15 1 4 b t2 L---J i --J oco —coovc _ 01 4_ TT - A LINE OF WALL BELOW u''.--pj V�5m� RNrjCSIOYM DASHED F.F. F.F. HeZ c J T.O.P. � 3 c ROOF AREA'A' D2 DOOR " SLOPE-5,12 AT GARAGE a ,< L01Y PROFD.E I I( I II 11 22 " •� - '" I wnc ROOF TBE-IMP. ; I ; 114W COMBUSTION AIR 11 . I 7r L .a VENTS AT TOP ANDBOTTOM 11 u D2 •- .:: ., I I a I l.L I I 1 r , II II i F.F N------------- _ T. VERIFY ME7" O.C. -_ -__ ----- l. 1 ` 1,1 J - BELOW LOCATIONS WITH r 4 SLOPE-5:12 FREPIACE Q1111NEY 20 UTILITY COMPANIES A OPT'�R RIGHT ' « . ----- -----V--_- DT W/ a CAP.GI.SADDLE '.';� F. ;.. - L 1C.Y01ZTGl��TO%f1 CSPWi N FLASHING-T APPROVED © Q i a : 3 3 2)-14'X18'G.I.METAL LOUVER AMC VENT - •: - D1 STUCCO OVER --- W/BUG SCRHEN(120 SO IN ANT AREA EA.) ..f r'.Sn• 2X6 W000 IRIM-TV. Q Wcnz U U p I 1 C) ' T.O.P. —_ - ..... .-........................ EN1 pPPR��p1.1 ATTIC VENT REQUIREMENTS: _ r---- '- 12 5- pEP �rol ROOFLAIT LEGEND .:...u- � P - ROOF PLAN NOTES G .. ROOF AREA 'A' ROOF AREA'B' 1 ` ' 12 P�►¢11+1N .O --7 DDICAAS 5 :12 1 L 0"IRECTION SEE CDOM NOTES FOR ROOF NOTES AMC AREA: t44B SOFT. 95 SO.FT OPTIONAL DECK Dl I -I- - cn 2 SPAM ARRESTORS SHALL BE INSTALLED AS PROVIDED: (USE 1/300-HIGH t LOW (USE 1/300-HIGH k LOW i � � AtVRE W { PER MANUFACTURERS SPECIFICATIONS. SD7C REQUIRED AT UPPER 50I REQUIRED AT ZIPPER ` i OVEMRANG4 tY Ar NAVE CONDIlI0N5. 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) OF �plESS NOTED OTHERWISE) GABLE VENT(S) 360 90.IN. BO SO.a. .. L____ INTERIOR CEILING` INDICATES DOWNSPOUT REQUIRED.� c=________________ , INDICAIFS ROOF CUT1F7f(IF REWI� �,. ,.1�T RNCE CONDITIONS PROVIDED: (3 GABLE VENT(S) (t GABLE VEM�(S) ,rt*Trrt 11.�1. rn'rm' 21 SHOWN DASHED - _,INDICATES LINE OF OVEEEHANG. lam•"^'+ AT 120 SO.IN.) (AT 8�0 M�a�.0) , Lu I I �/LmIU1FS LMC OF SiRUICIIINE • PROVIDE AMC!SOFFIT VENTILATION AS PER (HIGH) �T S0.IN. () AT S0 IN. �) F.F. _._________ — i T.O.P. O Z 11JFi SECTION AM3 OF THE UNIFORM LNG CODE. ' 1 D3 r----�: ----' DONBER YENT(5). SO.IN. IK j jIILLLJlWL1LUJlLJLI, 1 PROVIDED: HIGH DQNF72 VENTS DORMER VEN S ___ _ — '�. ) ) T.O.P.ZIPPER PROVIDED: 3N70 SOIN. 80 SO.IN. LIPPE R REQUIRED 3/8 SQ.IN. 23 SOIN. I 1 I 14 O W 1w� SAYE VENT(5). s(Q.a. 7( O PROVIDED:(LOn 6 1z SO�NI T)S) AT 1z S a.)s) ALTERNATE(VENT(S). a. .; PROVIDED: LOW) 1 ALT.VENTS (/) Z V AT 135 SO.IN.) AT S0.IN.) 113 I :. LOWERPROVIDED 351 SQ.IN. b SOIN. D3 I LOWER REQUIRED: 3A8 SO.IN. 23 SOIN. W ,. �w W O TOTAL PRNmam: 711 w.IN. 128 SQ.IN. ` �- Y -� CC TOTAL REQUIRED: 89B sQ.IN. a6 So.IN. F.F. i i _— F.F. GLAKE CC Z t, — — CITY ,:.,• r�rK t SINE LEFT BL: ,. : w D3 - Q _ 02MI WILLIAM HEZMALHALCH ARCHITECTS, INC. O :.. ROOFPLAN SCALE: vaw = 1r-o Q © 8 DIA. HiFFANL WRIIAAI MEIMALHALCH ARCHITECTS,INC.DIPRESSLY RESERVES FOAM PIPE auTLOOKERS ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS O I 11VA'G.I.METAL LOUVER ATTIC VENT --- W/SMOOTH FINISH-TYP. a IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED, N, r --- 8 I�T�IOBE�SEDIN ANY TRIM RMANNER WHAT EVER.NOR Y� W/BIIG SL7EFN(12O SO.a.YFMT AREA) SRUCCO 0 A M F 12 PROVIDE ENHANCED WINDOW TREATMENT ON ALL SECOND D4 1?5 FOAM TRIM ARCHITECTS.INC,IN THE EVENT OF UNAUTHORIZED REUSE OF O STORY WINDOWS AND OPENINGS OF ALL RESIDENCES FACING ' THE IVRf7TEN PERMISSION AMO GORENTOF WL11AY HEDAALHAI.CH 6 PUBLIC RICHT-OF-WAYS (DETAILING TO BE SIMILAR IN STYLE 12 T 12 TO 111E FRONT ELEVATION)THE WINDOWS INDICATED BY A S _ V-t0"%3-9'& THESE PLANS BY A THIRD PARTY,THE THIRD PARTY SHALL HOLD 5 NT DASHED FRONT INE ARE TO RECEIVE THIS WINDOW ICATEDTREAT FBY , �NLLLIAM HEDAAUWLCN ARCNMALE HNC.HARMLESS. I I WHEN THEY FACE 11iE PUBLIC RIGHT-OF-WAYS. 6 _ 1ED IKIT DO NOT SCALE PLAIT$ NO.91UT1ER5 T STUCCO REVISIONS p, OPTIONAL BOGS Q 1 --- 1xa F'OAY TRIM S-D.� T.O.P. D2 Q NO. DATE DESCRIPTION €... •WR01AL EEO( r _------ ----- _ AANNDD BII�MGE90..FASCIA TYP. - L - _ r------� r----� I 1 2 1 9 21 Ot PLAN DEFT.CORK. _ I IEl itl rl a D2 GF.L.WALLL_TYp. 10-2-01 CLIENT REVISIONS t',D• 10-5-01 SM.DEPT,CORR. D2 a 11 0 4 b 10-26-01 PLAN'G DEPT.CORR. " I -I- -I- I b m D1 b I L * _ ----� L- -I I STUCCO OVER 6 L J --- - L 9 19 - - - 0/WOOD FRAMED :iMQ OPTIONAL EEO( --H Mrmr ,, r SIFlf 1X4 % - REFER TO 9 A1.2 u I );���i a 1i l�,I�'i' I D3 D2 - --- //�Y� q _ .� FOR PLAN&ESiLUJLuuxujlu,(isi�uJiiuiii.uJ+ i 6 _— —_—_ _ _—_____—_ AT ROOF F.F f.F. F.F.____ O.P. 'f-3F'-------- I T.OA__.__ � _____-_ _=—=_-7_—_—_—_—_— _ —__ T.O.P. COI 1%4 _—_—_ _—_—_—_—_ ]. r r _-______ _ AROUND ( iW- I .:, , ♦•N •� DOORS AND WINDOWS 12 _ 'I AT ENTRY 16 STUCCO O/ II p1 Q PROhCTAIANAGER: D& �. t5 19 Tw. 23 pF816R81 � OW. t OA41R i D2 D2 D3 I 1 - - :..� ®�®®� DMWNBY on } D.a P 4- TEMP d S1UCOU •b *7. D3 TEM I I 2 'I o IIIIr ATIONI— -, DIP(.SueYlrtAl: Dbt9•m D3 I 3 - i v i SP WAIEDFORGDRSTRILI M1: D2 \ zr F.F. 01 D3 .o NOBNWEBEA: 2mille 4 1 I � D3 I/ v I F.F. grD —_—--SYUcco OVER POSt1BDL10Sdp ',t.M•, -.' .<. ::- .:; :: - - ., ".. �... „-...,<., a'.;• .�. CaNc smaP TV. - . EA 1x EREG FLAT ix E OVER 2 •fNT T20 gAR .. Ao ..: . _ ✓.. _ _. ,_ . - .>+ .. , . ELEVATIONS PLAN 1A SPAN S � s. y ,., SC / EXTERIOR ELEVA S . _ _ . : .- .... :.� ,.. .,• ::: '-: 'fir ,, ''�:- - :v _. , ..._,.,..-._ .,., _.: _ _,,..,...-..._ ...«. ...,,re w:r±:tr.. _ -ii_-r`- -,. ;,as"- r;v.:s..� ,r;__.'*__",• ffx.n _�°-<a... a: _'fie"• ' ...s .-*,.4 .. rF. _ r w r _ G _ >,. z,. . _ a t. �, .,4 . r. y. __ _ - ._ -_ r r- ,,. �_ �- ._ _. _._ .. . yam, x ., _ , _ =x 3 ._ ,. _ _ E _ _ s _ ,... z- _ x r k. s a m .: s-: a_ w _ §.. w -,_ ._ 1. .. -. � ._ m.. ". , v,. - -. "s ,.._ ..:. 'tea :;.:.,, ....,.. .. .:., _ .,_, :. _ .. - 3 - - , _ - - --. -.. _ y..r. .:t, v ` - .jn _,: .. .. : , .. - .• a.. - r .r - • :.1 t --: Yw> - - .' _ _ 1-q+,.__I,I I �,I�-,;�..�.[�I .. _: -. - .. . . ...... ...r -. 6_ :. - - .- - -. .. .r.-:-- >. - :�:.. - .: .. ,:; : •�r.., .-: x:_�.._. ;_ ,, rwR C HNI TEE C TES H�1 NCC u . -- - >, .. - - ..,1„„,,.. 1. 'iTtTSNONKMMNI SlMTE404 ItYMEG . 4tY-6' - - :. � --< - - - 'jW 250 OBW ww.Mndilcb.mm fct 91!750 1528 - _ -_ -^ _c T:,< ' --T-o'. _ -�:.`�MHOF'f,WfA4D�1R O RFASAMfpIG 9196850 - -11 .. .,.., _.. ._ ..... - -: -r- .e-��: - - . - - 1780 - '., _ - -. . 11 I a, - s : - - 4 . ------ ---------- Ne ro.l. . _ __ is - -- .. ---- -_ _ - . - _ 44 - ,G���mO a/� tom;. r------------------i I - ,- j ���� - v3 I I I - I I _ 1 t I IIlt.�;�,��"��l�I1_!.p�;''�FiIII.I1.,��:.I,t� 11 © 1I 4040 SL. 8050%OX 1 060 8l. mtr. 11040 BL. 11 8040 8l. 1 630 SH. TEMP.OL __ - .�r..-��.,II�—�1�. -o I..I I.'.�..I 1-.._�_'],_,-;.I..-�-.:-,�-%-_I����1-.�,--�.1,,�"1..'I��.I11_,,' i_F I-1.1�--/ .--2--I/-I:--�.:—�._�,))�-�j�,�,O,,i.II_.A �"-.-�.I.r��_,�7.'.. ,-.o..*�:.�._1_1..I..,.I1..I_�.�4.,:,.��,;.,,-1.-",..I.I,-,,.-�.—t,I,"I.��,rI.-.�,..,I-...-..:-..7�I1..1.II'.._.-..-"1 i.'r_,I.:...-.;._�,,,("...,-�--..1,I�."1,�.:10 11....V1;.:,1..1,/'I�-��'-II,41"t.oI.�,�II 1�,--,I:.-I.�—�--.I-,-,L�II)���-',_..---.�.._l�.L,�,��,__,�,-I ��I,—-,�.,�.-..�.-.IIe,-��-HG[:._I�-.,—i11l�.,1P,�,.�,E I�I-I ,�.1\1—��I..-.,�,_AII.:�,�_.��.I___l..I__-�I-.._-.I�..,��--A_.-�_F-.I._- i.-..W....�x-�.-.-1--..--�1,_-"_1�.—I_�.II..1-I�I..�.:4�._:,,.-�,'.- —_".I—I.���_.�.,�1-A,,�N.,-,�_LI,..1..1_!._--'-_.�.--1-.,�;-\.,-�.,.I-.�\.-_%----,.-_IifA-�l_1- •- - . --� 00l0 9_l!L L/ . LL J 1, = M - O '' r/ , o ,aw yr 0 SOFT/ K T HEN I b OPT. BDRM. 4 M. BDRM. Q FAMILY 1 h M. BATH DINING 0 41 0 1 t, I/ G) 1�--- WALK-IN 1 _ / -_ 1 i ,r- r: t���.I I W cn Q b ;� I 1 I,`V V i i-// .�i i / 1. v Q / - I~ X .. HALL I i I i c % ,\j _ Q g I / o; - V OEIIINO BNEAI( - _-------_- -J Q ���— \ SOFT.28 Orp7�, `O - 'i i i --—_--_ LIVIN — -. • coNc J W Q tfJ i 1 -_----- —� 11! I I 11 �- sTt__ , ' '. Lu ---- © i - ` _ OPEN TO BELO 11 11 — - Q It ii NE TRY - W Q V Q BDRM. 2 U Z x OL wO .. 7-�. i I 4'-tr 1 i r - I w i t I I BDRM. 3 LL o p Q J Z Q .. b LL��_ j o AG RAGE _ _ ..� -:_Z U , N 11 II I -_---- . so5o BL. : r----- V J w O O b 5026 FX. AL P ■ 4036 8L. Y. Y C-e ; _ LIJ = U -a r-o >r _ LL ff ao UW -----1 Y 5046 L. _ t; PORCH - - QQ V O Q w to 1 t�rSAOt n& - J ., Z h ' _ © -_ LINE OF FLOOR BELOW .. - ❑ if _ -- Y s-:omm WILLIAM HEZMALHALCH ARCHITECTS. INC. - ��',a� " muaM NE2MMHILLCH AIICINAECIS,Inc.EtwnEssr RFSERVEs . S-6' 2'-11' 1'-8' W-Y t'-r I�yI.�:'' ,fh-5 �: cOe+MON uw cOPrBURR AND mt1ER PaoPERTv w(arts 0 M F AONFTiED rr THESE. MANS.THESE PLANS ARE NOT TO BE.O.UCED. .^ ' .. MARE WIH Alt-TTP. _ MANER WHATSOEVER,NOR 1.I t2'-tY Y-t' 1!'-Y Y.r BE DTO THRDwan11BHOU ROOBTA4YNG .. _ r_5. ",.��. atrrEL%�tsPwwsOnEMeE+raFt°FuuuAHrnL"AronZo+En�L'w":"DE G J'_' 2'-11 5-5' 4'-Y - LbNG MIALK k5 fi sFo �ATIIIRD PARiT•THE TtARD PAPTr SWILL Ipl0 T� .• _ - sn=SRTTT III*4' (BY OTHERS) 2O'-K' CITY OF ,4 tENNAAL AwxaEcc6. NARMLESS r_5• 17-1f 11'-Y !'-6' SEE EXt.E3EV. - ('>�'\^c1S(N wuuM cH NAG B'LI LQ{N^p 6 NOT SCALE PLANS LLB fPr, w �pit1 trAr peQ�oAP�.� REVISIONS Q +- �er otHms) �M(`�� �OPS£ y: N0. DATE DESCWPTI<NI C� I �Ql 9-21-Ot PLAN DEPT.COW. }� 10 2-01 CLIENT REVISIONS UPPER FLOOR PLAN LOWER FLOOR PLAN G .} t •Ai{-S -... --, r. ` des and."--v_pf atF Idc nra x °aere c° o is "rgsv t: - >a :_';. - l.: - - aPP'ciy lq yal D issue c vnce A�@rence to the - - - - ...... - .. -,, ,: _ b all ap a O uihDriza e r--. S ` .. . ::::. ._`; - .. ``._ - _ :. _ - - - - - _ -.The Cit agM pWtrrrt': ry n is t �y .,a _: - t - -..- - -.. : - , - aa•+r Issuance-oP rc .,,,� u?!' >- ,iJ.. y -,- -,. : -... - -': -,5 ." . °t.these en Inc;D1 ..:r `. - . . - p.•e ?'dee aaz ,-Wt•P,i n flased I �', , - -..,_ ,..: _ _ .. a-�,..m° o G(narce t :.a:at:on.at �nstr,.ay '. : _ _;;: _ t - . -i - .: _ ..:.. _ - _ Ql_.i vl:tne Ar limed , :. .. _ .. Ptgvsa"_ t . ,. -..- -. I , -.... . .:. .._J --:.:j .. : Daps' w ♦.+a "G ¢ CD F T4i0JCCTNAtM�i W . _ :. ., - - . .. BQUAfE FOOTA(>�TABLE - A - ... - .- .;?•: .. -.- LOM FLOM PLAN f32 Sa - a e .: _ � s k A..,,4 I�,�:9�,b.I,w R�''�"z'k_T�-,�,-EIr.:I,�k..A�.�I..4��I.-,:.,:r���S.1f.-j1,—,�,"1,_.-Z,:I. 4 s "A�IEtlE1181: . E'1I_, .. -: : ..-. -. ... , ,_ THAT ARE DIFFERENT THANN THE BI1SE t,:. . .: -. . ,.4. :,:'.: ..: :. r. >._ _ -- - �, ... �k„{SSIEOwHC01IS1AUCDOB: W _. . . - _ :- ...:: .. - F: � ._-..:., .:.a .,- -.: . •. . 1l57 90.FI. - FLOOR PLAN. . . ,. - -. . .-... _. r , .._.......-. ,. -,.., ._..e, � _ _ IklFlt .. TOTK 9t1.R. � . . �, ..._- >c- OAAAOE-,. 4!0 B0. NOTE REFER TO CIVIL AND LANDSCAPE ti : ,: :- FOR ALL DRIVEWAYS Y..: max...- M ._ :;�4.g-- _. @QUM F+OMAM MAY VARY DIE _ IOIQ AND S BSSDEWALI(l OCATIONS r . _ a v•. - a- -: . - _,. .,., , _ TO 1�iMOD OF CALOILA710N r+ t a.. .. ,' 1 -i. ,- 'I . REFER TO BASE PLAN SHEET At.}FOR ._ NAIE .. : : -. -.I a a. -: - _ z ; DLIENSIONS t_ ,."- ,._. TIONAL NOTES AND v ':: -. - 1 ADDI - '. . ._ - ..._. Ar - - e - `. r ; . �Ir - . N :. >, r. . ,_ TTAGE - f k scn : wa r : " = PLANS PLAN 1B tC0 � _ ,,.., , . ADDENDA FLOOR _ - - 4 Y.d -, . M .: ... ::� Wr ...:. -.. _ .,_ .. ..-: .-, � - .., _ _::..-.... r,-., , ,-ra. .,n �a<* .. .+-�r. .. .ea-. ....!sa.rr. .a U 1'/■ 5 12 ILLIAm LCH T.O.P.. WR C I T E C ASH�I N C. �__-- , V91S50 0607 MW 31NEE1o1 BIRFEG 250 153 .• - I + L------ _I 1175FMARDROAD SU PL A WMI11CA 906-527 .. f___________ ________ _________T 14',HY GI.YETAL LOUVER A17IC VENT 1 I _L OPTIONAL DECK 92S 493 17M It 925193 172b INETAI C.I-5. 1 - 2t' HALF ROINIO C.I.DOYER ATTIC 1 _ 8 I VENT(135 SO,M VENT AREA)-TYP. •� W/BUD SCREEN(W SGOR.t4RT AREA) I // -p b . ,.: 13 I - Q L- --J 'rn'rnrrn mr i RIDGE D1 D1 F.F. SEDARCki'/p F.F. - - '_ --_ —_—_—_ ------------- _—_- O.P. G4fa mNezmd� 6C' LINE OF WALL BELOW ----------------- -:. SHOWN DASHED T.O.P. ----------------r-- ---- — Cr I _I I D2 I VVV� I ATT",� � SLOPE-5.12 N I I I FLAT CONC.TOE R0� •j I I11dXB'COMBUSTION AIR N j1 22 i I VENTS AT TOP AND BOTTOM ,1 - J 0 D2 I 1 t I I 4T.O.C. LA F L--- v ---- -- ------ -- --- GV 1 TRITTY COMPANIES WITH CONC.STOOP RIGHT \=. :. s o i r-- ___J R AI�A•B' BE31N LOCATI SWITH AT OPT.DOOR • T 10 -x12 FIREPLACE atNNEY 20 O ---- f------- Dl CWN,EERR F 9+iNc APPRrnEn D1 -. SPARK ARREStoR-TiP. Q g © C D1 - Si11000 OVER __— ((2))-14-X1B-G.I.METAL LOUVER AMC VENT r STUCCO CO O,RIM-TYP. N/BUG SCREEN(120 SG DL VENT AREA EA)2XB -. . _ T.O.P. L-__--U - � .Q U OOF PAN LEGEND - - ROOF PLAN NOTES - ATTIC VENT REQUIREMENTS r-7T7- _ ROOF AREA A. 12 ROOF AREA 1 _ - - --..-�-%j INDICATES 5 A2 WE/01RECIIOR - _t. SEE�UL W07ES FOR ROOF NOTES. ATTIC AREA. ,NB SO.R 95 SO.FT. _ 1 -1 DI .- Q cn W , - C/ OPTIONAL DECK I _I_ � DI 2. SPARK ARRESTORS SHALL BE INSTALLED AS PROVIDED: (USE 1/3OD-HIM k LOW (USE i/300-HI(i1 t LOW ' ' - . _ PER MANUFACTURERS SPECIFICATIONS 50%REQUIRED A7 UPPER 50%REQUIRED AT LIPPEt y� I LINE OF - 1 DYF3BINIGS AT FAVE CONDITONS, 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) _ I INTERIW CEILING -�- \\1 12 Z - r t2 5E1 L SHOWN DASHED �. INDICATES OOWNSPd1T(g REOIlIRE9. ( sue 1g7mAlE WNDI7fONSF � 3B0 50.DR. BO SO.M -rtr.r111,mr*rmrm, 21 �5 NDICAIES ROOF GUT,ET( 6 REOUIPED} - - -,AT OTED OTHOMSE) Pam' (3 CABIF Y4NT(S) (, GABLE VENT(S) ' i - AT 120 SG IN.) AT BO SG DL) `� ! - - - G1E5 LINE OF l PROVIDE AMC!SOFFIT VENTILATION AS PER O h i u'i ii i u u u i i --- D`� r__ ---___--_ _—_ •P O ¢ Q V '.I I Dg1CA1ES LINE OF SIWICTIIRE OORIIF.R VENTS. IN. s0.D1. F.F. :N ? l 11� - `.ffC71011505.J OF THE IINffORIt BUILDING CODE. PROVIDED: HIM OORRYFR VENTS) ( DORMER VMS) I--------------- I 1 I __ _-- -_� AT so-IN.) AT SO.Da) T.O.P. TAPER PROVIDED NO 90.[N. AO sGDI. TT I Y V r tAPEN IEg11RED: 34a SGIN. 23 SGIN. 1 �.0 1 TYP. -O �.w EAVE VOIT(s} Ira D2 t FX6 DAM°/TRIM * LL. I PROVIDED La a E2t w�Tws t_ -"ps ( W) p I)) (ITS) AT 12 SG IN. AT 12 SG IN. i i '� b z 2 '* ALTERNATE VENT(S). SQIN SOAK. •S )i I -- a �.w� PROVIDED:(LOW) 1 ALT.tfNT(s) AL.VENT(S) I V5 V T AT 3 L - L u O C 7 A 135 SG DL) SO.IN.) . m s. -. _ . : LOWER PROVIDED: 35) SO.DR. 4B sQ.DR. '' ____ - _ 1 "V _ LOWER REWIREIL 34B %IN. 23 SO.I1. _. Lu TOTAL PROVIDED: 711 SO.IN. 12B SO.DU. _ F.F. i i F.F. 4 G.� • TOTAL REQUIRED. W9B SG � J � Z. •, 03 .EFT ROOF .PLAN - SCALE: 1/8w ' T-OW Q - -- 4X5 OUTLDDKER ':020M YMl1UAM HELAALHALCQ ARCHITECTS, iNC o W/4%4 KNEE BRACE 1GR�.OnRER.'S"Y 14-x18-GI.METAL LOUVER ATTIC VENT _-_ ___ 14 - CHNIGED OR COPED N ANY FORM OREMAw1ER"TSOEYFA NOR O 1VLlWM 1 NOT TO BE REPRODUCED, W/8UG SCREEN(120 SO.Ot.VENT AREA) - p1 STUCCO OVER 1N THESE 12 SPROVIDE TORY WINDO�WINDOW D INTR TREATMENT pRALL RESIDENCESNLSECOND FACING 2 1XB FOAM IRDA 11EINWI ENKINA SIONANDCONSD110F WLLIAM HEDALLHALCH CD M 5 PUBLIC RIGHT-OF-WAYS (DETAILING TO BE SIMILAR IN STYLE 5 1� ,,, 5 - _ 4'-O ARCHITECTS.NL.N THE EVENT OF UNAUTHORIZED REUSE OF r 12 TO 1FRE FRONT ELEVATION)THE WINDOWS INDICATED BY A 1-Y-E1D0 THESE PLANS BY A LHAL PARTY THE THIRD PARTY SHALL HOLD �5 DASHED LINE ARE TO RECEIVE THIS WINDOW TREATMENT VAU.UM RIEIA4M/RALCH ARCHITECTS, 1NG•INRA^'s ? I 1 WHEN THEY FACE THE RECEIVE THIS WINDWAYS -W0.SHUTTER 170 NOT SCALE PLANS uj _ - CPTIONAI 6068 D2 _ -T.O.P. STUCCO OVER REVISIONS Q - : �. •.,: � 11R6 FOAM iRDA T.OF_-- SLD.Guns DOOR T.O.P. -- NO. DATE DESCRIPT)ON O . : W/TT31P.GLASS•OPTIOHAL DEa ------- ------__ 29 WOOD FAscu 9-21-01 PLAN DEPT.CORR ,-------1 k BARGE 00.-TIP. 16 Lu3l D1 10-2-01 CLIENT REVISIONS I - 12 10 18 D t cK4oAMSTUCCO Q�i,tBA 10-5-01 BLDG.DEFT.CORR. I 1 1 I 1 I I I I I D2 p2 i D7 T' to 10-26-01 PLAN'G DEPT.Ca2R. 1 L----J V _ ________ L_____-J - rmrTrnTrmr r^I irTr r Trv?rIn i i _ __ --- STUCCO OVER 2X4 , ,�„ �� -- -- 1 8 FOAM -TW. 5 V` / -- -- G.T.WALL .Q REFER TO HT.Al C 11111 " i I �1�f" �I ❑ 4 / nAwu+c-t». �• REFER TO HT.A1.2� u u u i � v(�u��u �� i u u� ii�i( - 14 - 4 4 11 t 4X8 YO.CORBELS - L•� — FOR PUN kEIEVS_-- I _ _ _ � _—_.—_—- 0 2%10 YO�SHFlF _�-- -� FF. ��u1uu 1LU11iiy•1i1LUJiiLiiL.11 F.F. D1 F.F. " -v_s -r—- -" i _—_—_—_—_-- _ _— —_—_—_-- T.O.P. - TA.P. 1S%FOAM TRIM CEO _ W s -- ____�------------------- T.O.P. ,m 19 ❑ D3 roAM TRIM FPZW MANAGER: It.& _W 12 -STIUCCO OVER r. rTft FOAM TRIM - 15 2 - D3 11 - .s10Dc0-IV. « JD � D2 1.FOAMRIM-TV 13 -,' RraR O.N. .. i 1 STUCCO R ®0 ED C 2 TYP O - TEMP. TEMP. 1I b 5 BY: �. WAM BY: OA D2 �) b. Z D3 67L1�o_nP ICON - 1ST RX 00 S WrtAL: %13-M 1 2 I '2%3 WOOD TRtM o 0 0 0 - 'il` - : 18 D3 3 1 17 ♦ NL11w: 2001190 •:.{ :. r. - U� i. FDRC016TRI1Cil01: •# R �- ::'. '. F.F. _—_ —_— ;� rEADT9ENAf1E: Eg91130W,97.9wy _ STUCCO OVm _ .. _-:. .. - -. 23 i%4 FDAY TRIM 14 TE• .SHEET• .. . .: ,. -:' �; ., ..... ..-.. ♦ s. :. v.... ,. ..:' ... .�. ..:.. a .'.-. :. - .. ,. .. ". _ ., r. t FRONT R 2 3 - �� s. y r.. .-. 10 so 01 ` A1 .7 -J0 . _ AGE) 4 -0 _ §. TT PLAN 1B CO . -. . � XTERIOR ELEVATIONS . - � E .. A e. '. ."••:;. �.. :,v AS J ^ ". ... .w _ -.,.a. ,, _..... � .. :.�... -. _, ..,.: P:.0 ..,., w. .,,.. ... . _k y� � -. .._. _ c , w.>•,vXieY.-;ta ex�,S<.�.-.x-.re-..... -:.'+�c..•3:.. ,,v` 3h's.. .,,.• :.. -.y- .. x -.-._:..r, "�-...�r--d+^' .,::1 ..5:.:. v. ... -.r. : .. w. .. ,. .. ..._.. u-... r:.�:..�s.b.kait5:e..:-.e..•[.s>.$.._3•.M.dleva •...r.. ..c....w.-+.n �:,6w'�:i:Y J-..:vJa..:' .,e.,a. ..,�a:,f..Ab.�s.S`,r->vwry*:.'.:.P:.c.„ssou.;:.r,-�k.:.aa.M>a*.,e..s.s..:.x.r.....•..:3u:✓r'�..,..e.^.•<�i.�.• - .:... -... ,. .. ... ..:,.. ....- "-f ,,I..�',,.:�..1.,-It.I.1 I�.I"w.�I.-II" i II II I.�...I,�II..I,I�-�III.. I I I�I I,I.I"�,...�.II�I�,.,�II I:_�I�1��II.�1--:II.1I-.,,�"_--�---�,I__f_"�:.-�.�,,�.,-I,I,,�1I��:�,1-I.1I�,�,."I.-�.,'I- %��-I-�..,�,I �I�-,�..�-,...,.:I,`I,,-,11.-�,.I._�`-,�-,--,I---,-�,,�,�.�"� -,I,,,. �_.7,III -,-I I-I,�:--I-,1-I.,�1--,1�.�i p,,I"'I I�:I 1,---1,-II.,,---.I-, I-:,II�,,.. 1I III_I 1 I. I I..�_,�1�,"1,,,,I-�..I,,I"I-_,I..��I I: .�I.�1,`.I�,II I.,.I II-I I�I.�_"I..-,, I.I ^. i .. - ._ ... y-- :r;: II-1:,,:. -...�"--.,..9,;_,e�-II�-,1-"��'II�_ �..I.�I, I.I II I.��.I.%I I�II I....��.. I I,,��-. ,.�� !-I�'-I..1.I11 I.I1�I-II-.��II�II.,,I�1I�-1I r,,.,.-�;I�_ -�I,.---t..-..I�..II...I I��11.1;,�I�.��,I-.:.I-.1,I.I�.-�,I�1 1�.I.-11 I I I I.:I�,,,;�-".���.�I:.__.:��_.�..:I ,.I.I,.,-"�1.., �-.,:.I� ,,�,,p':-�t_.1l-,�,I.II.t,-.1.'�..I-I I.:._-,��. .,/�.I;.-�.,I-I. -�4�.�..,,.I..-.�.I:�,,�.�-.I"-�.-.I e,�I.7.:I-�.-.�,.I.I.,11.I-...,1._-�'.-;..I.I I:,��.I;!I-,-_�.-.:-%-�.-..-.".:��:.,z.:I,,,I�1..-:__.,1a�.I.,"...,.,,-1.�...--7�,..�-�.-,�,�.�-.,',.�-,I."-.,..:.I�,,.,-.''�.�.�.�-..,. -,,�--�-�.-.��I.I�.I-.,�I-.�I:-.-:.�... I.-�,-,I.I I-I,I I.I.�.-:-I-1-1_... I_.---��,,.�,�,.,�.,IT�.��.,-;A' ' ,,-,.,,--�.--.;'-�--:-I�-.--_--,-;-.-.-_`.:--1�,-7,'_;,-I.r Iy-�..,�'�,-.,.,e-.*-.�.�,..-I.:.,,--I�-,��_I._-,I�I 1.,-1,�,.-,_�,.,-..''art' �.--I�.!,.":,V. �.61�. ..',:._I�-,,,I,--.�,I�,1.:,,,.."1-,�,I 1�,I.-:--�.-.1�.,.,-"- ,-�.-�-���_.,;,.,,_���.��:,���,_.I�__�..-,..�-I.`I.,�-I��I-:.,..-:�--.I:..:,�-I��.:,1..-';..�.4 .,.. c w `..:...-.,I:�,I-,..I,."-.1.�t�,.�..-,�..�"-'.�--a_�-...�-_�-I t�_..".-�1-"...,."�----�-�-,_....'__.,-I,�._-.-�.�3.,.I�k-:..-�..,-.I.-._1�.-:,.,..-,..�:.-�I_I-,�I,�_,��-��I11.II 1.-..�.',.,- I��e.,,-,..--�.-I.-.-,-.-1.I�I..�-..'.1.�...�,-I m-.-,-p.-�I 1,,1..I..-1,�n`�,�.,-1-.-�1-�._1,0�,1,,-----,1-1,-�v-,�-.',.a�,--.%�,i-`,-.,.-:-�4�-,._,.-,1,--."�,.,1-,-,"--'-,-�t.,.,``,P;��,-�,:1��i:,',�.c,�---'--,,.I_���.,_ze._;*!��,��l�-7 I�-�t,,.�,e,'.,;,,.--�.�,-1�i-",�-��K... .�.��.l,._.,���I .',,- I:.,:-t r�-�'".-;-,,I..V��.."-...�,,---.-5?,..-,.�-.,-_--.--�-_--.,-_--.,_I-"-''-_1.__�--` ,1,I1, *v-? ���-1l",-,I_",1.,�-,-1-:%--�,.-,,v,,*-- I-".1---�-,,.��,"-- -,.�_I.,,�2-.,-_I-.-._.-..,:..-�,"�:2,.;-:.�-.,..,.,_-i-�.�_,�"..,�..��,--__.-,.--.---�-..�-�.>,-.. <. _I�-L---.:,,-�,�,-,�.,I-i '.,�---,- -!,,�I-.' t'._.,--:..-.-...�_.. ._'-....:,I,�..,,�,,-._...I..--..,;...�I--.,-,...1I..Im.I�,"�:,-II_.,'�I�-�1-,�-.-�I-.a-.,I1 -�-��.,---��I:� 1�.-.��,..-_`.I,-.���1, *--�-.,� �,",,,�!- ,.�...;1., -.I 1,��.� , ��14, ,. .,jI�;II.II �.�.- ,r .. ..� -- .._. - �7.-1,- - ..-.�,.:-�*,1� ��r;.I.-I.,.,.I.?,--"-.��.�..1,,�_.--�-;,-;�.1-;�..--.,...---.1�..,�,.,".��.-.�-"--,,,--.,..-".I.,._j"1-,��.-.,��-:-"..�,r-,.I.--�-.%:-�:.�.:.I". �. ._�`-�,�!�--_��I,�'_...--_.._z,,�-----..�,,.--..,..,1-,-c�..--._---,.__.�-,.1-,-.1-1--...,-1,:�.,_��._,�.-.-�,-���:I�.I._, ,.-....-_.. .-, -�1,I,..�,-.:-.�._:,� -,-�....,.-�.-�..:.;'-f.-._-.-.I.-�.I�.-�-.--.,-.-.I-.-`��---,,.- .,--.-.--�_,,�-.--.-.,.-,.�--".,,��,.-,.,-�.,.,_,��-,,".m�,�-,,`,,:.�o.,_-__,--,-_-:��---;.-,-"�:_,�--,�-:1--"�"�-,-__-,!��.o.;,,��-,,�,'.",A.",.:,�I,-,-�-���-�:,,,-.-I,�,7,-�.'_,.,�,:�.�',,�"��,.--��,. ,.,I',f�-,-�,7,,�`�,,_,-o.�_4,-1""�''1�*�,-* ,v,'"-_.�,�_--.'-...:�,.-.-.;'-1-.�,%;�--.-..:7-�-1-,�---1,,_,-:'_-_,--,_.�,�_,...�.,.:-�,_ .-�__.��-,:'.-"�.�._ .`,-��1,,:..,!-�,��-,,-,-�,�,�m,�:----���:,."_�.,I-_�,,1.I�II*--�--,,��;.;_.,�;�I`�,---,,:-.�,-,--.-,_:�,-- ,---,i- . -..1-.-,-'�.�-,,�-,�-,�-.-':�.�,,.��:-,,J.76�-,7,-.-,x,7.,.�;�,I."�-cI.-.-_.,,t-.,�-t��"��"� ��!--""-.-"_�.--.�7-,.,.,-,,...�:"�,-,;,7.--��I,?o,:,.,._-�,-�,z�7,�,��,.-.-�'_ ��i.�-.,.,..,.-,-,��,��,_I..--:--,_I—-,�,.-.�.-_"_�I-%:��,,,,,-,I".f,,':.-,.'.-�,'.������-,�.;',,. .-.��-�_�"�-..*_,',,�.-",_,-��-,�,,- ..�..-�...-�._I,.,--_�-,�.1�.-1'--","-��,..,.J, �:.,,,�-��-�1,��P,-7-�,-,,,.-,-.",,'I- �,,,,--k�,?�--;��,��-1%t,I.,,--_�-,,.1�1,--,,i?N.4,_l�1_,f.,..��:,',.4'-��.,�f-,��1,-,;,,,..,�i,,z-;�..-�.�-:--�---1,-,,���-,,I-_f�.t-.,��,.4.A,,,�-. '-,�:,i�m-�-,,,,�z,-,-�-�_�-, �-!�,�-,����� ,,-,,,-�",. ,,�-.,_,-,.;,�:-.1'�,.-.�,.-��,,,Se7.,.t;-.�,�_�����t�,�..:�.-'7, ,� 1,-,1.,;�-&,j. W:,,,�,.�--_,2,�%-�-.',_�,7t-.-�,, �;,7,_.��,-,,-��4-�,,�.,�,-.!--,��J,.�.. ;�'�.,.,_ ,.._1. ,�i�,,�1-, :�:�, I,,-. ,.I,--,:", .I ..-- .�"tI,.,� I.,�..�I.-I �-.� �I-,I,-�I-- �'"I,. �. I.,,z� I,; --1, �.--��I ��I.-�II:-,.,�. I I,I-I I 1.�I�,iiI I.iI.II..I-I 1.'i.�I 1;1-..'�1--,I....'�I�1i�---,-1 I�:1I t I-.I,..'�.f 1,.1�..�I.��.�.�1..�.�1I��..1.I.1.-�,�I II.I.I I.�I III.I�.,-I i..F 1I,.II.��I.I I:I.._1�1 I I1�I.I��II11I-..I,�I.-'I-I.1 I I r 1.I��I-�I�III_"r-_.a I.I�,.-�I�.�..II��I.�II 1 1�...I I.�,�.�I�-.:���I.I I�I I-�-,.I.�I.I.-�.-I-I�,�`I",.."'�1-�"II�-I1 1t,.-�.1..t1 I:.:�.I.I.,.-I1-I1..�I.�I�_--7-1-,.I��..I.,,-.I.I�I,�I-�-.II.1II.�_I,1:.II.1�I..1 I��IIIII�I..I�I I",I,-'.kI-..�!.I r�.�-I-�I I��:I-III IIl.I.1 I.-��III I-.I III:.�.II�.II� ..��1.,,I iI I-l�1f.i I,..:lI'0,.I.�.,-lI__-n.=11 1.7 a/1_.,I.�_1��I�.I_.��.-:,L�..I.,,_��."_�-\j-.I I�.1�I:.�..�,�.I�,i..-.I.I Iv�.:.,�,II._.:I.1.�_1;.��1�1_.11.:.��:..�.,I,,�1,L,..I.-.,�...-I-..:.-.I.-.:,�11-.,-LI II I�I-.I 11f,--��'..II.III.1 1�,,1"�.I.:��I,�..�:�I..I...!I I I,I-.I-....:�...�-I.r L....�1f..,1 1..��-.1 1,-.._.I I,.1:.....-.I�.�..�1,."--�I.I....'..I-',tIIZ'..o.I� .,,.--:---.._I_I-.I,:--...I::,;,I..::.��,I,...._.:-�,:....I-..:-..�1-.-_-�,�...`.�.,:�I".,.._I-���..I..,�-_..��-I,.:.,,.'....�,�.�.-.--.-,..:.�-_,,I.,-..",-..I-1,I�,,"I..,I'�I�,:...�.......e�.-.��:�I-��_�.,t.,,`-�---�,,,:,.�'I.I�,�1-���I.:.rI--'�.--.�I:,,.-,-,-1...II.-."I,�� -,�-�-�_,�._..,..-�..,,�I�r;e,..�11I..,,,'1t-'m-.,:.I,:I4�..-...-!�,I.I,I,,.�-�,...,.f:,-_..':-.1,,.,.-.-j,:_�_.,.-.,1,1.-.I-I.,,,-_.�n._.,1�..-, .�-1"�"�1."�iI",-:,.-I I I.--I 1�-.F.I Iz-�-�.I.Z'I,_.,.,.I�'I I,t.��4%-1-�,-��.!1�-I:I,.",.4�-"I..1,�-,-_.I�,:�,,,:---I,.�,i---.�-,'.�r�,r.�,-1._zI-�-"-.,:I c..:-..-,..-..,",:._.I,.�-.?1,I...,_..,�:I,.'.:,,,::.;'-�'.....,.1..'��1.4I.".%I.%x,I-.--�:?:-�-.I�,��.-"..:-,,:,,.:,..�I----,�I,-V.�-,.,.�,�z 4.;.,�:-,_ -I_I-I-.;.,-.-.I"�-....--.-11.�..6.-m.-:'.,.1,.�.m.,-.I�.I�I�I:*I�1�..II%�1.1.-1�,I,-.I---.-I..1�.:�,.I-,..._I�I..,,I�I 1..,m II,.I.�.I�I.�I,,�.I.I'-III:I,I.�I�--.1�-:�,-,I.1�.r I-I.L r.II,.-I_�...I'�I-1.: I._�-0I...-:,a,�0II�-,.00-,. I. .�II�....�..-I 1 I-1.� .,II1�-,11r 1.W I�TI I.HI- I 2.I�X-I G"-..m...I�W�71I�-:��I..d��.I 1..7�I.III i-, 1_j�.�-.�.I.-';�".I 1-----.-1.�I..I-I.I..�,I 1-.�I-I..O��-_I.-I.�I.-R.R..,_..-.E�I�I.C-M..�1..-I.�i._H-:--.ff1.IS..I::..c.I t I�,�LI,�,�_...I.�\�I..I�,l-�.;-,II,II-1I\-_/���-.��,I,,-.11.'^:i..,..I\./-II,�_I.��/_II-�-.._.-v1..I..�a.. -rI_:-��:i-,:_-.�1,I..._..I.1, �,F I_-I...-wI I..-..��-I���.�.-I�-.,. . {, y- .. .. _ ,... .. .. .. w- - ac.. .rn 4 A:'I,L,F-_t"I-..,'LI III I.�,�I,.?�,.,..�-_",'-i.1-I_.:-,XI.-".,I*.:.!-,-.--,,��.--,��r_�,..I��I�.,,-;�.��,.AII,-,,.,..I..;-.,:.I. I_,I�,-.,�,""I:�I'_"._`K.,;I-'-�I,., �1I'`'"_I.�I,���"7.-`,-,.-,,,''I`�.-:,�.I���-, ,:_,17_..-,_��. ,. w . _ _- - .. a .. - - - .. .. . ,.:... - - _ -. -r .. .- .., n :- .: .: - - .. -✓ - ...._ _.. ._ .. t_..... Y. f" to - kw - .,,�._ -v, -. _.. -:. .:. : .. T - -.... - r.... _ - .. a.. :. _ _ --.i -. .... ... .- -:-._. .- �-�IW I.�f-1 ::... - -. ,-,..'. ;s.,. -. --. .. � ..cam -%RI�,1`IAI r, -._ <' -- - _ti,...-. -. :-_ .,.. .�.- . . ,_ . ._..- -.v : ram'. . _.,- � _ HEZMALHALCH , 4LI�- - - <. A/RCHNITECTS ,. I. , --, >. :.: mrSvaNlcAlalw sul� x 1 N C _. :.: ..:._. . _ ,- - wr.MirrlYfmt,ppn -fic gtq�25p1 1529 . k. _. . . _,.: I - „4 9SlSRO 110)R0A0.SiiTE 725 PlFA4ANFONG 9L9l6a527 163 I . ..- .-. , i - - . : . 1- - ; ------------- ' . . . . . f r '. .. - - Ii ±i , _ ::1_; - ,, - - 1 1 - : O�2mHezmar�TFp� - 8040 al. i I 8040 8L. I I 4040 SL. _ -. 1 ° I 630 8H. TEMP.OL. - - l060%OX i m I - 6080 8L. - 9T -0- >i LLD n, ♦ 90904 OR �CFCAUF�P (� ,. - v : I -od ` y i '\ I - .f1A59 OO lL�. .. i y S . _ . _ - : OW I/ �' LOFT/ I .1 '�/ I Q au OPT. BDRM. 4 M. RM. 0 KITCHEN 1, 1I M. BATH AMILY INING I - c N vl O `LL OI > Z. 19 0 - . - ". _ ,�� .0 ..x. IR\-;r WALK-IN _ I , - 1 _ r ==y==-=== - r - ;_\ / _�, f _ -- r k LILT ` '__ < t ,I. A v HALL I / }x i 1 i -1.1 \ y /I i % f2 = CEILIIq ORE, 1 I� 1 ♦ _ - _ �\ I �X}\� ��L/ -`-/1 __ .Q MtI \ \ ��I:I��1_,k,1_�.I.----,I.",�I.`I .-'�,,II,1.':,,,,,�,"�t_. �-�.I�..- ._- _ J _ I I ° 1I 11 I =__- -_-_-_- 1 I 11 I: 111 1 .. - -- 10PT.zfi - -_�-1 �.l.L •sf 1 t.-�7._.��.-II:`,I.z..I.I�/�l_.1..�.�1�;.I�1�.,.�-, 1 i i 1 I I 11 - LIVING __ - �` ;,61 7 O - I BELOW O i i t `:. : b -_-_ _ S_j© W z ..,_,� ,,. - 1 -.__ --I.�.!_,I..±.":'.-�.�I.-1.-.�-.-1..i.-..,.1 I.�:-..�,I?�I_,,o.�-.-,,-...I.I-...�I..�r.:I 7..-1..-.�\��.�,-i 4:I:i��.I.,I�.-..-'.�.II..,...�,-I.II.,..�1.,�.-::,.����.,-�1.-�I,-_..-_-.,.,.�.�I�..:.�I:�_I.-,�1..I.��.-..:,,.-..1�-1.�-1�1�II�,:1I.,r 711_a�I-�-�-I�1._--�._n_�.1= .--.1_w.'.,.�,-�.1.1-"aj:z.,%-".-*,-,M.--..-J,.-,.:.,.�,�I_�I,--�I;_-..�_�..��;.��_1��;,.1.I�,,...:I,-,1II-,,_,i/1-/.�/_1�,:_m-�-,,.I1-I-,..X�-.,1�:...%,.'"�,.1.-1 l., .,,--..11.-�:-*.j--,.,._._�"�I..%,,V.:_-.I!l,.,z"�',_I..--/_�,_,,,.II -_L,,�_,*I�1I�,�I_,-.��.�I.I 7�,1 1 I�',".1..-.,.k..-�.-;I-�"_f,.�,.,.',.,, .(.I,�I.�D�F,I I7'-I.:�.�:.L WI.I-I-..,,:O-.*.G I-O I r-,�-�,.I..,R.,�...I'.-I-m..��I V KIB.:II.�'./.,1�"".,.Y-1,�I14:.,/.M1�II..11.-I'bI'I-3.L.::.,].-.O I,.�...:.I�..�T-�p.I�_��.>__H',''�II,I 1 iI I 1 1 r b t I I II BERM. 2 NT Y - O = { 1 - _ x 4'-0• I i 4'-0• 1 I T 11 4'-0' -I I 4-0' - ...M . .. :. _ 2 N 11 '1 I I 11 BD_ RM, 3 - V Q 4 LL F i U :{r ,A L� =a=i1`�J b LI �= JJ 'o - - h - :O u w O -:� = LL t GARAGE Z O Q =t 1. KP N KP N/ :. ME B�0 4038 SL. I I 5080 SL Y _ 9 z Q r-B r a r o r o• T r------------- � E[:NAtT# cn z c� eo4e sL '� )r-r -r r r i rTHls N W Q fi Q b .9 -__t➢E ff tIO F1110R AHOLE_--J UMBER ACCDM i_ . LJJ U b ' tI. rb /-1 o«e Posts tPBTo PusA9H ua ;: ALL 1NaPECTIONAL REQUES1TS'�'' 4Y V b LINE OF FLOOR BELOW - ',! EAOI SIDE 9 ~.. a �J :LC Z ® ® ® ® b rr� _ .-.. - /, / 7lf'' ''-ter emw wIwAM HE2MALNALCH ARCIYTECTS NC. Y- ;' - - I+ RQV ` Na,IAM HE7>ALAWLOIMGfiEMo wc.OPRESSLY ROES ;;_SL{,1 n[• O ITS caMMox uw caPrRlcHr u OTHER PROPERTY Rlslrts v 8W0( am- w. - l �w NTH�E$O PIAKS THESE BANS ARE HOT ro BE REPRO=D. r A 5-S 4'-T - s'-0• 5-0' s-Ir r-L• 1r-r °R� ' rrE - ..'MIE .oRmF E ANrRTRLIOR NOTTOSEAR EVEA.NOR Yr 19-e 11'-r 9'-9• . - SN000 9041T M.r INHI( - 7-S �{, E'' OP ::M11E1 NRR7TFN�PERIIIS AND'=IF�IH�µ(y - 9EE F]LT.EIEV. 17-4• (Br OTTERS) :m-8•. ?�`cl,: ,n�PlA s jn nH PAE Ril OE SNKLU E OF = - - R,"AAAM ltQMALHMfJ1 ARgftECTS, wG HARAEESS. T . 40'-C `S-_1111 . '-p0 NOT SCALE PLAWS ,: REVISIONS �_Q ce NO. DATE DESCRIPTION O ,s .h, ;_ �` 9-21-01 PLAN DFP r T r / r � b fS"/Nc T.CORK UPPER FLOOR PLAN . the°ya py a as t o ,,, " hg o p 10-2-Ot CLIENT REVISIONS R OR PLAN p°��d�ih 0� 1°�;:r g • gpeh°aZZ/°,he LOWE FLO ar a„ F ° pn�9 � n/o ,. .. - - -. - - - Y�i`p S• VS lt'.y,t). /Cps 9p pR :. +.-.:..':a-.:- _ _ _ y q fl.Sp: del: p W . ;.`. ._ . .. z - pd p. , e �;.•y.,P �. : F9 °°3 p ea �h 5 -'•' <, Q . : ._ - .-. _. .-. - .. - . - ,. - -. --. ... .. ..-. _. - . _ _ .-. :.._ ._ .- . , - _ - _ _ _ . : FC)O_ _. SAFE TAOE TABLE _. .: - . . .. . , . __ K.. _ O.W. ._y -. . . .. .: z.: a.::_- 9dY .. - --: - l.0llt ROOR PLAIT sus '�IAMM9Y: S4 i! �• :... ,-, - .. t023 9Q!T a _ ,:r.,,., ,<, NOTE SHADED`'WALLS INDICATE AREAS;,.- sk `..- .-r : _ „ _ : __,...., _ : ...... .. .:.,--. -- 7p Pt. - DEPT.SI9IYRTAL: 9L1391 ,, LorAL L99T 9a Fr. THAT ARE DtfFERENi THAN.iHE SASE .•.J . _ , Y.., _ ..: -. r.. �..__ - caLAOE 9A Fr. , _ ,90 9a Pr. --�.. LL!.. ureLBs. _ _.,. _._ ,._: N0 REFER TO CIVIL 2091190 NID7!•OIMiE roar " A�MAY VAiK OIE .. _ r .__ .-... . _ •: - ,... ..._: ,. ... ., .. „ _I. :-:,,�:'- TO 1l1gDD q CIIL+QLA74N - - `lADRlFNAME: 2901199d9E9rp '. AND STDE9JALK L�OGTIDNS �APE . ., _ c,.=.-_. - L : y-,REFER TO BASE PLAN S"17 A,.,FM ^ .=. ;ADDITIONAL NDTfS AND DIYEIi51DNS :. 'IIATE: SHEET' - ,' ADDEND - - - O A FLOOR ,PLANS PLA N 1C CTRADITlONAL w . ., .. .. ., r , e r . , , s .. Jz si .,,, ..: ;,: . � �A/ILLC M ZM7 LHALiCH _ 7.oF. , ' - --- - .oF ,AR H I TiE C S 1 C. anrr r---- IIY730 ww. � 2Af5li Ys e SNING. r----------- -------- ---------1 - - 1 I ',. L® 7 - - - `'W HOfRWrflPOM9UVIE31SRb18MMG9085-W _ 24•0 HALF ROUND 01.DOWER ATTIC WAETAL W.G.L SAOBIE - 8 - 1 tort(135 SODBL WENT MIA)-TIP. - - - < . - I I I _ - 1 _I_ _ 163 i100 As 925 181 t725 MjWt C lC�im�i�BD SQ.K VENT A LOUVER AMC te) �t _ 121 -_- - ,rmrnTrrrn- i ~ 4�5DAR - RIDGE l a/ Lm Or WAIL OHM �T6��_ •x-yzt 910M1 DASHED :. F.F. - - --- -------------------- -—-—-—-—-— FF No Pz t . I , T.O.P. -_ _ _—_—_—_—_—_—_—___.__—_—_— —_—_- - � .OF. F :.. I Y 1 SLOPE-5:12 D2 AT CNt�AGE 1 I I I I I ---- I I 1 I I I J 1 FIAT CONC.TILE ROOF _ L `71 ' 14W COMBUSTION AR 11 \ II 22 - I I VENTS AT TOP AND BOTTOM 11 D2 {, 3 -j II 11 - - 11 p 4 fl LL T F. ', CV - ,- Ir. I 10 SLOPE-s:1z 20 IDCAROCS WPIN AT OPT. STOOP DOOR 1 - AT OPT.DOOR RIGHT � 11 pt //yyEE7f L SAOOLL D1 OTe tty COMPANIES O L1Z7, ..r�LP�1�LCP _��s OOIWTER FLiISHING t APPROVED - - - . 9 SPARK ARRESTOR D1 gRICOO OVER --- ((2 14•X1a'G I.METAL LOUVER ATIIC VENT 2K9 WOOD TRIM-TIP. Y�BUG 90ED1(120 S4 Ix WONT AREA EA) W cncc Z L----J rQP Vp`', O T.O.P. /�/ Iq0 PLAN IE6PID ROOF PLAIN NOTES .ATTIC MENT REWOBlONTS -,- �� 'Lj•� _ . ROOF AREA 'A ROOF AREA -+--ter BIMCAIES 5 :12 3�EE/DBECTION 1. SEE ODOM NOTE FOR ROOF NOTES ATTIC AREAL, 14/B AFL —�54Ff. f/ - 2 SPARK ARRESTORS SHALL BE INSTALLED AS PROVIDED: (Dg/ t LDIY (lISE 1/7pp-HIGH!IOW OpiIONAI Rt0( 1 I Dt 1 s,��•'�'- :,� PER MANUFACTURERS SPECIFICATIONS, 50ft WWED AT UPPER 5Ri REOIIIiFD AT UPPER � •� 1 -I- j/• ` L Q LLJ 1/3 OF ROOF NET) t/!i ROOF AREA) LINE 6 `/` 1 01EIWUN(.S AT EAVE CONDITIONS, I cc NOTED 0 c________________ INTERIOR�RTIKD--/ -`T `` DRNIg) ___-_ ___-_ AT RAKE CpDITY016 GABLE VEINT(5) 750 940E eO SD.IN. )Trnrrmrmr nirmi L---- SHOWN DASHED 5 '� - INDIGTES DON19'O7T__(IF REWOEDI� PROVIDEIY. (3 GABLE%ZQ S) (I MILE WFM7(S) it i i�' 21 ' '_ INDICATES ROOF QUtRI_.=.(I IF REQUMM 0 A A ' i I ONDIGR�S LINE E ff vrLrtnl 4.PROVIDE ATTIC!SOFFIT VENTILATION AS 14R T tzo 9Q M) r t10 SO.NIL) D3 , ---- 1 O IMIURL A----iuu--u-uu-i; I TA.P. I.L lu 1LJE., SECTION 15065 OF THE tMgONI BUDDING CODE =r(S). a. TN. F.F. ___________ _—_ PRovIDED:(HIGH) DORMER VFNT(5) DOIWED VEII7(S) _ _-_---- - I : T 54 NIL) T 50.DL] � T.O.P. �__________________ I I Q Q UPPER PROVIDED- .IN. -�•ON• ♦♦ I 2• If . UPPER REOMM. M SQ DL U EA1E VENT(S). IN. IN ;; I p2 , I7a5�0/TRIM `5 PROVIDED(LOW( B CAVE-.)T(S) K S) - f T Iz sa DL) T t I I I M C) Q J ALTERNATE VENT(S). m. : •� i i 1 i b b R+aovmED (LOw! T 135 SM DILj) T sa ixj) 1" 18 To �•g @�} LOWER PINOVlDED: 8St So.DL 4e sdM 1 D3 - - I i r G RCM I M LONER REWDED: 3N8 SH3p4 �.L,-S4BL. t-----J b .:.� W U U THIS NUMBER ACCOMPANY L1J = TOTAL,PROVIDED: T1 54m. . 12a mm. I F. FF, ALL INSPECTIONAL REQUES= Y U � TOTAL REQUIRED: NN8 %DL �M —-— Z 17 LEFT I D3 ROOF PLAN - SCALE: 1/8' - T-0' © �� p 02M WUJ. AR HUMAUMM ARCHITECTS, INC. T. t4•es GI.IETAL.LOUVER ATTIC PENT --- _ - OE/FLAT - "WILM HOAMHUCH ARCHITECTS:WC.EKPRESSLY RESERVES Q W/BUG GI.M AL LOUVER WENT VET --- '?K2 0 1 OS COMMON uw COPYRIGN'T AND OTHER PROPERTY RIGHTS ROAM : W THESE PLANS.THESE PLANS ARE NOi TO M REPRODIICEU.CKAMGM OR COM Pi ANY FWAA OR MANNER WHATSOEVER,NOR L 12 PROVIDE ENHANCED WINDOW 1fEA1tONi ON ALL 12THE ARE TYEY TOBEAS SSM ALD THFQPOWENARTY WITHOUT %HUM RFIRST OBTANN LCH �*WWDDOW5 AND OPEIUBICS OF ALL iE�FAC]NG 5 PUBLIC RIGHT-OF-WAYS. (DETAILING TO BE SIMILAR m S1tlE 5 10'K 4-0' ARCHITECTS.INC.IN THE EVENT O UNAUDIONR ED REUSE O O I 5 HOLD TO THE FRONT FLEVATIO)THE ENDOWS INDICATED BY A 1� WI,LIAM HHOWALHALCH ARCHITECTS,PARTY INC.HARMLESS LESS. T� _ DASHED LIE ARE TO RECEIVE THIS WINDOW TREATMENT 5 1 17 5 S UTU b0 NOT SCAILE PL.IAPN8 - L J MIEN 7lEY FAO:7HE PISL7C RNiIT-0E-WAYS. 119 D1 - W CFgTIDNALaoae 0 T. F 01 y REVISIONS Q T.O.P. N/7E7M.GL/LSS ------- T.O.P. - NO. DATE DESCRVnM - HDR. ,. -" 9-21 0 DEPT CORN - WaPTtvw.DEaL � -_______ r------ ----1 - 1 PLAN El 27R8 WOOD FASCIA Nk 12 - h e 5• /yC. 10-2-01 CLIENT REVISIONS �+•+ Lc I -I- L BAIME BOND-M. ----- _---- 1 02 D 19 ' alb n o a • ngTT 10-5-01 BIRO.DEPT.CORN. N I b LLI 7hs N, L------J 7 rmrmrtrmrtrlrtrrmrnTrlrmrnTrvini 19 ese n `a Pano,g9 OPTIONAL OEOL- ' - - --_ ' ' "(�i�l�i�ii i ' �i( i ------ - - - SII100001E71 _ Permit Q REFDN TO SHE.A1& I u'i i'i��i h i ii i D2 11 2K4 W0.SHELF b p M .. F.F. - FOR PLAN R E]PVS j -i�u�iluiiLulL'u-','r'i'ii---uu----- FF :f 0/ T.OF. _— —_—_ 10 _ t !Hm W0.CORBELS P.P e4eon -�i3 _—_—_—_ - _ _________ T.O.P. _ ___________ T.OF FLAT - 124 FOAi TRLR 12 � 1 ©11 ®® D3 13 1 j Blm AT w 9tu000 giro PROJECT WIIA891: Od 15 D2 ){ p3 Am ® 5 ®® D.W. 0 D2 H 15 02 5 !i So=0/ b LH m 3 y 7 L Ix4 ROAM Va a: LAWN BY: TEMP G_ TEMP G. b D3 ®® 3 C:, :'IEtW1EAID8Y: - < _ 2 {I tIBT Tt01 W IKXID TRIM �� ®® Y 5'FBIDO,OEPE.SUBMiTAL: 06.13'Ot . 7� F-71F -_j 18 i 1 03 3 !1 j♦ t At TOP R eTEL-7w- b BSII�R2ICONSTWlC710f1: uJ 2 D3 „ 17 1 ♦ 1 -- : F.F. . i i i' D2 - 1% ♦I FF. _` '1itI1Q:L_TIP, FF• _ _ ® '7AA ..�MWBER: 2BBI130 `I Zr , r .. - 190t1 • .-y - .CADHLENNJE: tom w. / 16 CONC.STOOP 20 23 - SHEET: _ REAR - Ai D2 E70WT OOOt 3 OA7f' �R NT ♦ O r - . , A1 .9 ,+ -:.. � ' ,. � •,4� •` V N 7 (TRADITIONAL) = : - , --: AtF. a a•-o N ' I ELEVATIONS . .NS PLAN C R LIm _ R e4 F. _+,e. _ ., .-tea?'•..+n...' ...-. ...... , „--;_:. -. .. _ _ � s ......_ ,..: -:ti .... ,. .a-x.enatrx.,- ,- .. ..,�WrYSa..,..itw ...M.w.f:fr,.n-.e.,.. s. ,. ,.-: _vc•,r:.. -. .,.� -rt. x .... w ,.. { ..s..,:� .>aMc-•9,..ssst«9a....:' a,..G.»1+,' w o., .: a.;a.:tin.__ ...a.,....::e'.n........Ya,_.n.,o...e.......ec.. .;:v. -.., ;_ >. _ .. _ A. 1. r :,;. - . :. : . . z. _. r:� . ... ,,, _ , _ _, _: . .: ., . ,. .,, n - . ' -- ,. .r- n;` . _ , - Y : . _. - .. ,-.. r - a•... _ .: .. > f e t-.. r.i --... - - - ..,.:-„ ..',. .. .v..'' . .a _ �/ILLIAM HEZMALHALCH "�i4RCHITECTS f NC . - . ,'.:.: _ . r:, "'_ 7 .wr..trro rya. wsZnto t� . - . . -_t7s75 vOHI , TOE SPACE: �+ 4' _.-W 250080 -' - : -',: _. 7- BASE CABINET. - 4W 17M 4a W 4M 1 `.11875 HOPYAR7 ROAD SUITE FLEAWON CA 94588.8527 " . _ DEPTH: 2,V .. - - _ _ - - _ - - I UPPER CABINET: HEIGHT: . . . DEPm . if P.BD.MANTEL 4 COUNTER TOW -CERMQC M E aS�D ARCy/T . � ,- _ W/ BULLNOSE EDGES V/tr 0Hezro 4c . - - _ S. CABINET FINISH: SDIDI .ye 4d . - - +a' b S. BACNSPIASH: H><RAIIR 111E - - .O 9' Y T P .. i . b SCE Y% z �CFCAUFC :: FIREBOX I ti I. TOE SPACE: - .-. ._`- I I - I BASE CABINET: HEIGHT: - . • • : 72'X12' a UPPER CABINET: HEIGHT: _. 0 �I"L . © CERAMIC TILE O DEPTN: 12, - 'N FIREPLACE 4, COUNTER TOP: - - 7 5. CABINET FINISH: PAINT - _r C . ;C Q , Ir 11 fr. r . � - wI © I..__�.-7�..+.I__.%.-1:-(:,_II 1 l�l-�..�I'.,.I r.),,..,I-l�...W.-��I 1.I I,-7'm1d.: ,.r I-I.,.I.��-A..�,,:I 1II f�.L",.-,,.,.:,,.�-:�,-I*-?I,..-;;.,.I,,�..,r-.1,.�,1-n Ir�.,.�,=.I._-..I,�I--�..,4-:�....I�I,,..,�,I:.--.�,-_._',I�I."I.-,7:'.-.::.,.(...I,�.��.,-::_..�,�.�.,_�.-.).-,�....-.-I...-,-- STANDARD WIRE SHELF I. TDE SPACE: . - Q .I..II��..I-r r.I.1.I II�1�...I.�I..I I.I I- �..I.r I. r I�� .�� r I.... .r.�F.-.1 I..I"r.E. 7�.�1I I..,I. _�I �r .I� 1 I I �...:I.1..r I/�__1\<_I,_,_,��.:,r.�./-7,i��.'si,_N/�I�.\L 1--.1r,",I;\I /\�/:..I�I.i -...��1 II,,.....-I-.1I'I�,\_�.:.r..-'1--I_�-_.�r..-.-.�..,�.I:�-I L�.__..._..".r.I..,.,�_.�-_,I6._I,...�--:,._�.�,�.-,-j 1,�.-r.A_I.:.1 I,:l.-.I..?,r..�,1�.I,:�I......-_�r��.r'.',.�--._...-�.r.,:-�.",_,.,-,,,I�.---_-.--.'.._,.-d.-:,-".-1�,-...I�.�.�.�_.I.,.-.:..i.�:�.-1,�-I.,..,�I,.1..-.,1I�...NI..,-..r,�I--,:-�/I...�..,.-I.--.I I z.7-I-.-..---,1:�-...,-:1I-,._--1,.'I_,I'1:r,.�v ,_-.mI:...I��..,,-S.�I.,1�I I a�.-.l_.-,,-.�z:--�..,.�..-.I,�.j--w>�.).v-r.I�I-�1-.F�r-I�'. (OPT.UPPER CABINETS I _ 24' LONG 4' LONG 4Br LONG 2 BASE CABINET: HEIGHT: W ,� Z LIGHT FIXTURE - IGHT FIXTURE LIGHT FIXTURE 16. - '. � - .0 - -, , /- -�-\1 1-1 a UPPER CABINET: HEIGHT' _ 35• ` < O n = . I x I b b b b H)EP1FH: 12' ;' -}-• r fi t 4. COUNTER TOP. I WOOD - , V MIRROR F--MWROR� I PAINT !jL b & CABINET FDNISH: MIRROR I MED.CAB. MED.CAD. b - `,� :O IL h TEMP.(M_ • `W a_---A --- b - cc _ r�=�'� rr==f b to Z .G L. I \ / I I \ / ti Y F.A 6:1'. a F:P v! . F�L, PIP. MASTER BATH , :� O I H I. TOE SPACE _ I,L '0 / \ I I / \ 2 BASE CABINET HEIGHT: :: Q `V I COUNTER TOP: aL. _.MARffiE - Z O - O - O O © 4. CABINET FINISH: PANT GRADE W 'W aILTURIM MAPRE I:0 O LINEN 6 SERVICE 5 POWDER 4 BATH 2 3 MASTER BATH 2 s. HTATHSPNA&s, FTBERCIASS z Z SPLASH: FIBERGASS 7. SHOVER PAN: - -`W- CJ� . V PERMIT# j o & SHOVER WAINSCOT: THIS NUMBER ACCO W V O. SHOVER HEAP FEIGHT: be ALL INSPECTIONAL REQU ' 2 , . W Y V .. 10. MIRROR HEIGHT: 4r . ' :_1.L.1 -- z - `:: - NON-VENTED HOOD W/LIGHT -:-k - - - - - -- - - SE�tlOeHY 810E8 / / \ /' '� b2001 VVILLIAIU HFD,IALHAICH ARCHITECTS, NIC T- ' L ,N� _ WLLUM HEZMALHALCH ARCHITECTS,MC.EXPRESMY RFSUMs yy,,,, ITS COMMON LAW COPYROff ANO OTHER PROPERTY RIGHTS O . - - 11, 1\ - � - r CIIANGEO, COP® AM'RYW OR MANNER WHATSOF",NOR 6 _ 1. TOE SPACE: ARE n+EV TO BE Asslrv®roArrwovARtt vAnnui mst oRTAwwc 'C 7' - `Z N,- I\ / --- ---I : THE WRRIEN PERMISSION AID CxWSF/li OF WILLIAM HEDLkA%LH E - •: • • S. 2 BASE CABINET QGHT ARCHOECTS.WC.BI TH PlALllfi}IpRLZEDLUSE OF O . O © ti � T Si I \'tPA� ( --- --I a COUNTER TOP H 'CLLIURED MARBLE - NWNnMNFn wITMiALRcH AIiRNrEC is. INC.HARWJMS T� z- I b �--� ; 7v I \ / LL I I PANTRY I 4. CABINET FINISH• PAINT 00 N07 SCALE PL.AI49 L - ,�- L .P.,L F.P. I \ I /x a I - - --I 5. BACKSPLASH: aNZTURED MARBIE � REVISIONS .H . \\// I \ /E I RIN /_ \ , I / \ I --- --I a• BATH NB F01ERaas - ND. DATE DESCRIPTION 0h - - /\ -- h - �V -._-- h - - / I I ne SURROUI,ml I. . / \ / \ / \ I \, / / \ 7. SHOVER PAN: - ID-2-Ot CLIENT REVSSIWS m. a SHOVER WAINSCOT: - . ' :. 9. SHOWEtt HEAD HEIGHT: W . © O Y-0' : O Y-e' © -3. O 46 MIRROR HEIGHT: KITCHEN ISLAND KITCHEN venHFr VERIFY V . � NOTE VERIFY ALL APPLIANCE v WM NANUFACTILWf S , .< ' CATI . . . a. - ` . . • . :-, . - , . ,_ -,,. . .. - • . . r ,., . - I. . . .. ,. .. • > . , .:: .. ,. . , _ . . __ • . _ ,, , , _ . _._ ,. . ,. DesKx�. D.w. _ _ : . O . . �-:.. "DR"BY: - _ - I/� x II.6 2 ,.. . - .. :.: .:. _ _ _ Y _. . .:- _.. . 'f DE1.sae►ntK: oeaaa, "S VI .. ..... _ .a.:,s. GGISTRUCTI01`_iglla FOR _ _ _ _ _ ��p ... - ,' .. s t:- .. _, ... ...,w .Y .. ,. t.s - - ._. - „ .. .. - .gin .. -.._. - .-.: 5.. .:„�"^- �Y a , c �ApFNEMAAE: B� _ T. .: v - ..s,.. ... - �. .N ... - , r M ,_ .ate.: „-f',...x..- .•.», - ,- . _.- 4 4-..r.. .-<- - : .,.. - - v r+ .. -.": ..:,-. _ � r. _,c = a , .,: ,, ___: _. iNTERIO L VATIONS _ PLAN 1 _,. �•► _ R . _. - spa_. _. � , __ _ :. <:__ .:, m '_:... .. :-',.. ..x .. -. .. .`'.(.. .. .., _ is 'T , 5 y:.. ". :...� , ,- , :. _,. ... -. -:.. �: ,. .. :'.'.:.., ,.. -. .. '.. _. �. ,. __- ".: :.. , .. a .5Mib 2r .. .-.: ,- -. .« .:.'. .ro. «' ,. ., ... :/_ «.. -.. , w ._ ,. ., ,.w ., ..- _ ,. :r ..r..w .. ... ....•`i Ye"w.., ..s. ,. .K'�.... c , . r_ t_ a,,.Y: '.cr•3w�-�. -. .h}....W.?i-.:r:?.Yw..FwG[-:. .su.a-4asYr....m..,:e.r,`.'�, - vu IF::.::...SYx,.SF.sr-. ,.. : - .e . t ,.., . ry .:. -:f..+ . :u: . a3 L e'P._r-a--r. a�s$'� .uar��-n+�Le •'�� 2 -r:'ddY�-r:yMr1 Js ,. rs,u .<w/Y:ie�:i'.„ >4 4� .-.. a -� -u =f,:.... ... a •.. .,a,. .. r >.. ..,,.. _-_n_:. .ev, ., a,�- . �.', -.s.. 4, y.. .. .s.+« A•:. ... ,wr•.. .t" a .i.w _,+..}s.>. +. ::4. �a .....w .+...-u v}h..f:ti NA'._ro,.tui++' .ar...i+w,,,,.a.A .nr.Wr.,.. r .v w.. .. ..rt,o}.'." ,�J. v- iYM`i , 'Lt 4 a.r,...fi%'.,/a.�✓Y.Y1C::aw..+.S_.•v.w+s..._... n.... _ .. .. ... E'.+Tn..._A`.ri?,..n...w'eRe'aa:+YaEwT,.*il.b._a'eai,t...'C.h.v eJ'.a:.vr.,a,-,_ ,.� ...., ..wie- ww 1-.a 4:,Y- ,.� ".: •;.. ...-... _........ ...::.. .:.-..._-: :::-_..-;.sc, e _ ,...::: , y a .,, -•:yq ::.`-I-t.1,4,.%,.�,�_-�.�1 Ir-1,I.I�i t:"=,�.-.,;�.1 II�1 Y- .."s a', .' -,„yyr� x.Y`.:'j'F 'y.;... .. :r .. ._ .,. ., `P-4:,:- Y` ..,.r.- r,. ,v : .. -.r -`c,.. - ..,,1,n,{,; .35:.. S .-1�,�,,I L1I.l'I.�I..I..1,�L�,.L,.,�.LL�..IL,I,I-.-WI,.,�I.1 2.,..I.II:��a..II�1.,.I..I I:,,II...,.,I.�...I.,I.I,II�-..,,.:II�:,II..1 I...-1 tm I I.II-..,.1.I.�.1..I I..�.�I.,.I..-I.,-,.�1,I.,-.-I;II.,-I.1�1 1.II:.1I I1I II I�.-I I.I.I1,,'I.I,.-�.1.�,I.�I..II1..�.�.II%.,�,"I.I".-I I I�I I.-1��-�I.L,��,�1.."...,,L�.�.:�.,,.I.I-,.I.-���1.;.�---,-.I.1�.��LL,.I.-...-I�.',.-�..,...�,;,�I..�..�"1...I I.��1.�."-�1�v�.I�..�I�.1�:I�..I��,.,��.I.;.I..I�I�I1.I...1,I,%-�����,..I I I1I,,,-..;.L,-�,I�I I�I I.I-I.��l,II�.1e-.I.,II..I.I I.",::.-�.�I...�II.1..1-I�.1.I-�.I,....I�I..-I�,1�I.I-�...�I..-.i.I�....,,.,�I�I 1.-,I�.�.-.,1,eII,:I�L-,..I�i,:�I1.,,�-.�.1..�II�,IIL��I.II,:,.�..�...-',I.-�.-�....4.LI 1...-.,I...I.�,-.L..I I 1..I,��-:....-.�1,�...�I I�...1.'�..",.:LL-.2&:.I..,.-..L.I".1I'-.�I,II,,-..I..-I���.I�I.I 1 I,I:.�I....-I:.L�II�.r..,...I"1�.I�.I�i...�,�.I'UI-.1.I,.1 II-�.,I,-,I,�.,.I�-.-.c.,I.�I..E�..�I�.1*.�:,l I�..I.,.5-,I...U�..,.1I 1,I,L....II�I.M.I I��I.�1 I.1,,,.0.�.-,.I I,...11-...I I.�.I1�,...5I..��-,�.1,�.I1 1.,--�I...I.-,.-...,L I�,..Iw._0.II i-x�'j,_�-ww0I-*.s.I.,I..-j x c.II I k�III-t-.III1..l�i�,4�..��.�.�-.I.-.II-%i...1:I"�.11 II I-.�4,-.-.�4�r.!III..I.It A.:I.���,,:..-I.:rI....I.,.�.,.�,I-I.,��I-.-,,.,:-�I".-I I.-�I-���1.:.1.I-,I�.I..I II,I.I,I-.�I1.��I,I II,7 I-I.:�I��---I-..-Z,�-I I-III-iIi-I-i.I�-�IIIiI I I-IL,.I.I I--.-I---:,1I--,I-.II--,--1--I�,,I�--.I:.�:=.1--1-0-:.�.f.�-.:I II"�1:..i I I-.�.j,,_�I;..-=�I1 rCI 0 I0-IO=.-"-,-4.Ne1-0--C I.j 1 0�.III",�-.�.1.-.-.I�,�m&4�,.-.-�.,*I.I 7I.-w,,I I,.�"..�,�.,�"1 1-7!I,"-,.�1'-,,".�,,%r.-.A.I.,':1I i,-.IL..,F II,I,IIL1II1�MvIi-t,,,1l-(.�,I,;;�:II 1[1L i.I,.f�.,�-.-1 I..\.",.--.�-f\/I11--�I.-/--,(0e 1:��.A1\"1 I-m\-�-I4-.'.#1/11*--:,II/.(-�,1 ..I,7 I,�-�.�".,t 1/.-J,�=.�-I--.-�I A.-..-\-�-..:11I�.--,-�.-=.,I--�,=1,:-..-.,..�;I.�,�%�1...--,1-.Z;1:.1�-"�I-,.I1.,1i:f..�.:T.I--��.z!-.---.p.r.:I-,m---�-��--��..-.�-:,.--,1 - v • r y s -. , , s v. .. ,. : :: ; -r..- ... .. - f ]�i•,. - . .. -: -.r .m, .. .. Cam. ... 1 .. r. >- _ _ T-,e ... .. .... :: ..n..e : - .. .. -.� -c- -, f .. 7 : < s -:. : ... :. .. . .. - �. rti . _ T ..: .. :. .. .....e. : - :J,t.... .: a : I .: :- s .-: - .-. ..... .-- - a: 1 >n :..i - I .. - .. _ -.: _ _ ,;y - - ..... .. `a. - 3r " e ! HE MALHALCH - 11 /.% 11 1 .- r,. / . 1 .. . E1 I - .. : :: AM T Z T S INC. 11 11 I _.,..::,, . . ,-, 11 11 ITCH EC .-.I ♦/-'--'�-/- � -�-. ... x ,-ax.._ ....' - -:. :. ,-��.� - - _ •,A�W MrdYbtlt.tam 250VM { r ♦ - : .-; - - .- .- .' :.... .- - :.:A875HOPYARO ROAD SLIDE ALAAKIDEI G 9168&0527 x-0r. . - J . .,'.. . .... .!L__cyls_� I :. J - ... ,. - __ .. '- - - _ _ _ _ 1L'I 183 170D YI!926 t87 1775 - r < ��----- K ri : : �, -+} ,a 1l - - > --- _ t }L.-, --I I a _ -_ -____-- -- yE phi ♦ 0-""'-A _ -..: , -'1 I ate - /ya ps 'T-;..,,.. �.,� I _,; - I I DECK ? 1 1 f'`41 �.....r 1 � i - _ - BEE SHEET A2.2 - '-� `No C1 * . 1 i' ,, _ I - , I 1 I € 1 I r ---- --- - -- - - n _ 1 f I _ , :f C3 m i ,- I 1 1 I ; L -- J ____, ---, o - i I I I N 1L . T ♦ . . , PORCH 4.1-d 1 + t 1 .. _ I _ . -r 1 1 1 $! C 1. _ __J I 1 I I U.) I LC 7J LC 7J - - r i _- f yT� DRIVEWAY .. - I .`Mp _ CONC. By OTHERS - _ I_ __1 _ Y-0' 9'-1d WALK 2.-0. 2,_S. 16'-Y 2•_y- I l - _..I Q l. lII \� 1i �c�l 1 11 1 r , IX- ,s-r �• yf `�__-_�'�------- --�L -------------J V U �(•� =. Z. 1 11 1 ' i Q ::. _ I _ " .-.: ,_. % e PARTIAL SLAB INTERFACE PLAN - PLAN 2C _ ,� 3i " It \\�/11\ /J1 iL \ -II 1 . - - - _ ------- 'O If I `= 1 -t 1'J L J I - --- ---- Z O r' - L 'I I �: % 1 I 1 I - - -'T..L,.,.-.,.,._,� 1 4 !•-A� \ sTaoPJ .' �r ri1 11 - II I I - ('� Ef J m - _._J i i i -� O ,. . ol p '' ---- I W O .w_-J PERMIT# -� w , . I ;rr I r--- t I i ,I` THIS NUMBER ACCOM I i f�fr - --4j I t -- JL---JL - -, ALEINSrECT10NAlREQUESTS = Z .1. ' I I i t .. ( I ( i '. i b I Y I _ .020 VMJJ M HEZIAALHALCH ARCHITECM Or- . ' I f I 1 ,I - -Y I I + 1 IN I M HQ%kN&CH ARCHITECTS.NC oIPRESSLY BFSERVES J= 7u.-----I - I ". :gyr.F{S�'C•�O^M'^WWLAWCOPMG ANDOTM"PROMMYRIFHTB 1 ___1 I _ b I '- __-1 J :41f1'I ,OCOHFO FORM OR VJRdEIi V"TSOEYM NON u ,Y • Ir--- - -- 1NEYlo BE ASSAiNEO TO A TIRI PARTY YAIHOIR F5100TAff1G :� 11. I Tl .. . ( L C I y-, MUIIFN PAtlSSIOH ANO CdSFM Of MtLMI MESANHAL O , Ii - -_ �'---JL_--, -, ARCNRECT .T EARTY.aF THEMPARREOREUSE - :11ESE R1J1.5 91 A1HID PARTY.TIE T/IWo PMTY STULL HOLD ,- _ I - Tk,::,...YYL�LIAM HE]A OAHALCH SARCA6IECTS. WC,NARALE S W � I u REVISIONS Q ;; < , llp DATE DESGRIPTIDN _. <. L - PORCH - L_ __J ., > G '=ts+" 1'-r 1C-/d 1.:: Y-s• >�'- 7-S Y b �<ra"•'ecI - - S lO• td DRIVEWAY . - - - - s 8V OTHERS - L13'Id C Y ZI•-d . ssUan ai�P6r,be Cta°a ce°`q dher ce '-',. CONC. .. , WALK 2,-S• .. - - - -. .. . - at-d -... 5e s o8fcan 'crtua �eS {p � .� _ lr-ld _21.-d _' `,... .. -, ., '. - : d��a eon Pare ,. . 6.,. 4-Y .. - .•_-. ,. -;' a�i:..`lr+Re r oo.o l cons r- GO -. - _ - - - - JY-d _ ... . - .. ,- _ _ ArGpstp -ro,�-pie _ s m ve ., :,. - - . , . . J RFACE PLAN - PLAN 2B SLAB INTERFACE PLAN - PLAN 2A .-W PARTIAL SLAB INTE �L ""' °& ; p _ aEwGNeI: D.w. , BLAB lITFFiFACE LE( 3D - _'iI11AWNBY: D8 Z SLABtNTfAFACE NOlE8 - 1.1 _, _ -. -.< . { 3AB INTDEAM PLAN IS FOR OBEILSIONAL DFORYATION OLY. / .. - - :. . .. . L 1N35 1 PLUMBING FIXiIIRE AT LAMER LEVEL _ ., x.:�.-. ...- - .. ,: ;.', .:;y,: ., .. - / -. N - c .. _ - , .. n DRAIINGS MR AL SIRUCTLWAL DIFORNAnp/. -.. - - - SFE STRUCRIRAL -:.- ,.:E., ,- ...f„ _,. - t,�.:.,. , .,` : .. • a IAGn FDLI91 FtIIOR ..__,. ,. ,_:.: - _:_..,. - - .-- - - - - ... -: _- 20D1NID . liff CIVA DICDFIIiS ORAMD165 FOR ALL EIUIIDDK. ON. - - - AND gRYI L> DIFDIwAnoL PLUMBING F'IXIURE AT UPPFA LEVEL .. .. - _ _ _ -. .-: ._ . ., z %.. >z> , u7nm r , . FDIK LJIAOES.SITE DRADIA4E. t ti .: "... ., _.- '._.,. .ems:.. _,...; �. ,... .. - ;-':".L: .. .. s. .,:--, ...r `'-GDRF 201iT10�D.t1E0 ..Q - �. NAIAE: :. TECTS pLMIDIrS FOR AL E7/iRr POtOiES,PAnOS, - -Y.. :'..-... .. .. - : ,-, _- - SEE LANDSCAPE AR(M : - - f - - -- : -__: .. :.'.-: _ a.-r-,.sY 1 • OF PLUMBING ,-., z ,-_ ... ... ....., ...R'.' . :.; FOR SCRIPTION AND LOCARDN - ....- :., t... _ ., .. -.:. - '.. .,..._ .., ,, ... ..- . ' .. .' ��i.. -- ._. w 11RriEw STEPS rARO rMli$FT]Ki5 TREIIIS AND NOTE DE rs .:... - __. a r, x , . PLAN A 1.1 >. : : --.. ->.,- ., ...,-...,- :>: „-.: .a. ,g, 6?, , n01 SEE RODR : -c. ." ..c._ - 2 -s.. �. - DipWA .. , .3.- ,. ,.. .-. '., - SHEET. r. - - -. u ..._ :: t BATE' ,..., .. ,�. - r :- - „' _ - - : . _ .-_ < .-... `-�0 5-0� A 20 B �NTERF ACE CLANS FLAN '�5ca1 F LA :.�,5 . �, �, - - ._ , _ t' _....... -. - - -- htiz r ,: :. _ - _ .. ., . .. ..' r .. _. .. s. _ : ,. a :-... ... -.s .. :.._.: -..a.. ,,.". .. -b:-.. .. •AY_ �n.. .. � '.. .. : > >s_ -: .:.- ,'- .: ,:- .. -. : .....'. .-., ...'-•,: ..: w�.h+tiA'' -.. ., ..;- .. .-n,. �:. ,...... ;... a_- -,...,:. ._. � _...-:. _ _ �._.,. .. ,. c:_. � .. .,. r... .SP`. ,. .t'.:.;:rw.s: :.+. .. +...:-'., Y*c .,a'- .,.a ,r ,.-.,.._,_..,..... .....m._.s ,......... .iva•.1 wl..d-La:,.-....,F+w$.a+c.3....^.uR.NG�,�b'm C,,.4,,.;.,s�..Lv..."`�::z:..rue.N.s'E`,.,a._.w.L.S>e,'i.....,+,..wg .._ ,, .yti<,e ,.,:., ...i.«,.:t::..u... ,a.w<....asrr r...ixwi�.. ..«fa-.;:. _i_._:"':a', [ .... ...c.... .f IVW .. .. ..,s r. s ..r. ✓ .. - e ..... • 71 r, `M1 , , _ 1. l ..' ,,. •. - .. :- .. ,. - .� - ::. .; -.. - .. � ' WILLIAM HEZ ALHAICH r >_.. _ ,,. . ., , : ARCHITECTS INC 0y c - . ]r-0• .,..1T6/5V0NXNWAN &MO4 RVNEG S28UQ% ta-a! 26-4' 1tl 6 =1 as0 YAR RD MO REA 110942501529A S1 41W a :3E751NOP'/ARDRMD 91NTE 32S HEA4ANTONG 1N5B6ffi2F r-,r , e• r-tt• r-„• s-r s._s - ,r-r r 6• r a-r o' r r r-o. 4-4• s-,r r ms 4ea tnlo NIA US Oro 72S :. - r-11• 44-IrBr-5• r-r2.4--- --- ------- ---- -- - : - ABL—OPTI 2.1 SEEBHEET�A22..2 74C�.4040 SL. 5T0�TEMP.GL. 20S SM. II 4040 Sl. $050 SL. } I 8050 XOX 5050 SL - FCAUF� 60 0 Sl. 0 TE P.GLASS 2102 iV c$ B'o• 1E11P.fiA4 it YA Y j 'D, b - �� M ►OAltgy' a I h b N - J N T -0•GYP.®. - _ 'S t 0 24 rl� b Di ) FAMILY +3rTTiDNARL `+- n 3sl - GAO'CLG* .. 9RA _ © NOOK sv b M.BATH M. BDRM. ,I BDRM, 2 � � IT HE VINYL T 1�T�D AF MaoEL mm DEN r a O , I' CARPET sp I o 8 W SL 400 OOMNEY SYSTM - ,. OPT. BDRM. SJ B•-O'CLG. ]066 GYP-m. 8'-0' CIO. L I •-0' ILO.SLAND !ST475 1E161DIAL CAP. 1 F CARPET 1 b OPENING CARPET LK ]NY tSIAND y', UL 0 127 OPT. SUPER AM. . - �.,� }� 1'-4•• 1'-4' r-2• D h '_tr Y-O' CD 6D SOFFIT NON— CARPET G D _ +� D IIFARTN 2, aaea si-PASS b 26 A2.4 r-Y f-s' 6'-6' P 6' 4 7 0 4•�r F roi.A2.2 N.5 A2. SM FAN WALK-IN ii5 b - r in SOFFIT saFlr ` --- I) �Ir P. Q 6•-O'CLG. c� 7,, 7 IT CARPET I1r ��.}' 2B IA �� 2`/ O - yT,� 10 V b LINEN b I. .I A T H 2 Tus/ 7 6�INief i / /) f V L _ _ Yu ---y 6- CLG. BOX SH!P =--_- 24 CA ET/VINYL - A ` S•` Y-r 1'-10.1'-4' Y-4• �S Y.C ram• 2. H +3tY NAIAflOUR H ,� H o Lc a `r L24 �' 2.4 LLC ( 2,/Tql. CARPET -O.aI: m to - ERV. _ '>' -� O 26 vnNn o q 6-o cLa �A i u. CW9O.51NEF I _ 1eW +36• DBL P t 9N- _ >^ m ! UYL b GI --__- PIIOVIDE 5 TYPE b _ o „ 5H re P b � -------- � ��`'. o DINING cW.tRarT �`" _ © W Q � x I $ b o BEN TO BF10N 'b III W.I.C. Ily'. ti 14 ~ 1p HIGH FLAT 11R-CON6XUt SIDE T STAIR -- - b 3.1i CARPET O. Il bi - 5066 BI-PASS CARPET -s., - ' Z tr-r Y-z I r-6 r 6 s r r 4• F== O iA L7 \oPr.26 OPT. I 2 'v 4 14'-4.�• OOD DOOR • ram•`•� STOOP `` LLJ OIIDIG OiFAK 1 !26 n 24 v ------------N ------- EXC 3 16/7 UJLa a c� - -:. 2020 X. 2020 X, 2020 X a F n 5//66''TYPE'r GW.SO.FOR t IAL 14•!•COMBUSTION '.-'a C_ Z 5-6• Y-r 7-6' 6'-1r tP CONSTRUCTION AS PER SECTION -� BE DaT�AU ON THE WALLS CEILINGS TOP lNBOT. �� ,.. �O Lu �LLI O _ BDRM. 4 BDRM. 3 y, ADJACENT TO tsvnOSTSNc SPADE AND Au ('•� -� LL. 7 B•-O•CLG. BD M. L LIVING i - WALLS HORIZONTAL PPORT sNPOF THE ONE THE - - 7 Q va.aG, ENTRY 1 NaRamly�A�NL,n�Fwl arL°NE Z Z J h CARPET CARPET CARPET TOLE CLG. UP 1 �� (nU / THIL LU . M.PLYtb.PLATP061 G YERR _ LL C.0 r--------------- tncAnDMI PERMIT# = ac 1626 FX 1626 FXQ Ei ie 14 22 11+ b I GAS 1E1ER H 5040 sL. 1 ,.', m Bo B I % �, © j (wRaY IDrwna) THIS NUMBER ACCOAMA J ".� Z --LIE OF 20 FLOOR ABOVE ALL INS -CTIONAL PEQUESTS Is GARAGE r� + I of -TEMPERATURE LINE NFL CABIE _ - - / \' TO THE W15II)E PER ( LOCA SErn1E1BELDM--4➢PE + , �\`y.a '`\�\\ - i C.SECn01 605s e1W1 WILUAM NE?HIALLUILCN ARCHITECTS. INC. Y-0' D(TENOT FURRING _ -Mtl.L1M.1HmwHALC ARCHITECTS.INC.EXPRESSLY RESERVES 9.. .. MIN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED, E LINE OF FLOOR BELOW - \\\ CLN.Wa uW COPMUGHT AND 0111EA PIIOPERN RIGHTS L7 ��\7 \ ww SELL GAR OR f� '.p1N/GFI,OR ASSG M ANY FORM Eli NAMER WFNW OBTL NDR L['� S•DI TO L PENT 7 AM THE,RIM 6EIVASSI nTOA CONSaT OF VAI RRHE ULHA"1s E THE wROrEx PERN69011 AM COt6D1T a ENLLIAM NNE3YALNAICH ARCHITECTS,INC.IN THE EVENT OF UkAUTHOI%M REUSE OF O Q AROBD BALL DRAFT D PEN FLAT II 0LINT / WRLL w HEOLAUMCH ARCEITECTS,THESE RAM BY A THIRD PAM.THE THIRD P INC.HARKUSS. r'. FLAT iX R116tTNG SEE EXT�..EEV.S PLANT IX% COW_J10YE 1M cDNc ALX i(9Y ".R" ) R MENT�ppROVnI' 0O NNOT SCALE PLANS (ero p�!►NF�nG B ply REVISIONS Q DATE 5'-6' 4-0• r_r 1r 2'-Y r-P V_r 3'-1• ND, DATE DESCRIPTION G7 SIG ATURE 9-21-Ot PLAN DEFT.WRR. }� tr-r tr-6' Er-r t's' itl-tr t4' z'D' 2'-2 Y-s• te- Y-s• 10-2-01 QMT REVISIONS �� 10-5-0 1 BLDO,DEPT.CORK. = 1 cAj W :. a bV_It NO �ssere n p°r adhP--- on UPPER FLOOR PLAN LOWER FLOOR PLAN r h al e o G7rcaJle C�r �encre Pe m�zFe°^:the aSr`�t oPe s Lu .,be ih s L ^Y f _ _ - - • e e rc a _- PRIMMMANAM: D.B. W �N b BOOR PLAN NOTE3 BaUAi FOOTAflE TABLECD -_ 1. AMC&,AC=ORAFTSTOPS AND VENTIAnQL PER UULC SECTION 13M S. COIBNISTION AIR TO WATER LATER PER U.P.C,=I=507-M - - - In" � _ tOWFA RoOR PLAN ,OS2 Sa FT. 'RENENED ETI: O.B. 2. BUILDING:ACCESS LEANS OF EGRESS FACILITIES AID EIiN@ICY ESCAPES 7. ENYIlORENTAL AM DUCLS PER UA Q SECTION 504 e - 1'FA U.RC SECii 31a4 � NIPPER FLOOR PLAN 1036 Sa FT. , 18TBlDG.DFPf.StlBMITTA: A613-01 .� 6, MECHANICAL EQUIPMENT LOCATION AND ONAA E PROTECTION -- - - TOTAL 94 FT. 2060 Sa R- W 1 SAFETY GALOM. PER n AP SECTION 24M PEA ULG SECTION]OE - - 4. FACTORY-IRMT 00REYS NB F=UCES. PER U&G SECTION 31023. ;'.: ,- - - ' : '-. -_-..: ;'.-'- ':- -: ". ',' o-� r..{GDRiENM1E: 20011>gM201AA9 'O Tap GARAI4E Sa FT 46B Sa FT. COMBUSTION AIL 10 fORIED AN LINIT. PER LMLG CHAPTER 7. _ IO1e gAAFE 1COTAE MAY VAt1Y CIE , TO IERiOD OF CAI.GtLJ1 .,� TE SHEET' 2A SPANISH CALF va FLOOR o. . N F OR PLANS. - .PLAN C � , i n — '° .... ..: .' -'.": s' .' ... .'.. •.- :.. �.- :. .�. 1. • r s ® -yVILL1AM HEZM.gL.HA L CH �' •: .. ., , -, •. ,. - . ..,. .. .: _ o o�F�i wpm �uerse R 17fiSVON 91D ZA W5HOP1'ANO ROAD SUITE 976 AEI&WfdJG StlS6SfiT/ - - T.O.P <T.O.P. 'M 4017130 .INQ5 161 TTlS 24 23 ILJ �; D1 D1 Taop > >r Tow D AR b m b IEIIP. IEYP. •® _ _ 5E C/Y mHezmar/TR _ F.FJ F.F ____ _—_______ - —,.-_____________._____.___ ___ I T.O.P. T.O.P. ____ _________— D1 7EEW TEJP T o _ _ •�i b \ I - __ F.F. F.F. I I ____ F.F. F.F. r sm DECK AT RIGHT DECK AT REAR DECK AT LEFT NOTE FUER TO SASE RAN SHEET AZ7 Z FOR ADDITIONAL NOTES AND INFORMATION V NOTE'RENTR ro ELEVATION seETs Azs 1s-r 14-0 a r a Ll d-0• 7-4' 17-1d Y-4• to'-e• AZT AND AZ9 FOR ENHANCED EBTEITIOR SIDE ELEVATIONS V-11• OETAD]NG AT REAR A ELEVATIONS SIOWM ADDITIONAL ARCK Y-11• 4'-O• 9' ND O S CD OF RAIL-TAW. - - - IDECK ABOVELu I Q 42'.Z' 4040 SL / .7Y STOOP .,= - TOW.Q- M.SI. 40O SL 010 A. :r I BOSO X0A _ \ 5050 SL .',.� CD Z - _.- d © TEMP.GLASS �, O \� h1P.aA55 ¢ c-')DEN Q II M. BDRM. i BDRM: 2 OPTDEN. 5 pE?A 1N1EN� pPI:SC�o� lyj O M. BAT �i KITCHEN NOOK FAMILY OPT. SUPER FAMILY P tij.1N oATB 0 QLZ ,,,AE Z G Q i s V UPPER FLOOR DECK LOWER FLOOR DECK PERMITJ Y z p------- THIS hU,ti6ER ACCOAAPAN ALL INSPECTIONAL REQUESTS I +o'-r +1•-r I s-1o• 5•-� 5•-4• e2M WLLLJAM MELAALHALCM ARC McTB, NO. Tom. WLLIAM HEMALHALDH ARCHITECTS.WC.EFRESSLY RESERVES O 1 1 RS COMMON LAW COPYROff AND OTHER PROPERTY RIGHTS SOSO%0% P I 5050 1 1JJW*SE�E:PL MA REN TLO WOXARTS nlm ,/'� Y I a<:ARE THEY rD SE As516NEnmATwmPNiTY wrtHpR RR57DeTAIeLG �+ 1 '71E WRRTENPFRMSSIONAAO CI Nr O WILWA HEVAUAD4 R .AACHOECTS,HC.H THE EVENT OF IRJNITE10R M REM OFTHESE G7 *41JJMt�HEMALN�ALCHPMAAGHIWiTY.THE ECT�S PARTY IHARNLES SHALL�S 7_ 5010% )00 NOT SCALE - PLAFJS NOOK PER FAM LY REVISIONS Q VIS10 1P A TLO. DESCRIPTION NO. DATE O. b 9-21-01 PLAN DEFT CORK. 10-2-01 CLIENT REVISIONS uj . ' MI BDRM. 5 FA MIL �o• cLo � 7w WIN C _ _ n•o�*oFr r r ,'g.'Pe✓` ralo ha o `-sates .MR pE�n - uj 26 rtrr TH �•+>e. Ras <: 0.IECTNANAffR: D$ EOSS --PASS BT l., 7� -------- "may :' .e r,,.;�,. -^ �{ , - =Jv DR. ARA(3E t"` ;;vlElllewEDer: SUPER FAMILY .1ST MIX M".SIAI OTAL: OS IW _ J & BATH 3 ` SH .= � E i� � �_� 'ISSUFDF0RCD1LSiiplC710N: 'I,u IN LIEU OF DEN & FAMILY -` - - -� "� ��: 8 RM PWDR. & IN LIEU OF DEN _ • .. . STORAGE _ k _ 4 TE' .. .L.. n .. r.: .. _ u_ 0501 .FL00 PLAN 2 A2• �R PLAN OPTIONS s t , . , - r , ,. .. n. .F -.c n.. n ,. . ,r.. ,t v. .1'..- 'r -.. -. .. zo. u-: <. v' �. _. r _ .. _ ..-: _ - , e :. _ < *' 7 R ,{ I I- ., 1. «.- . .<-_ ..... - _..se. - a -4. .. :- ..-.-.. .. a 1 :. �.:... e. ':,- - : - s o F...- -. .. ..v, - ... ,_� :.. .. ., -.m�ett 14, .. l:sr'. z - - r „ - - ., .. _ .. .. _ :,:. __ .. y Y ,.. _ - _ -..j.II 1,-.-."-7 i-...K.--4. - ..c r. ., . .>.. .. .. - ,,1_.I.I,-,�.1� II.,,�;.�".II LL I,I.�II�II..I..I..I.-1..I..�I�I.w.,..1I IL:I.I I I I.,I.,..i�.I..-I'.:I I1"LL.LI I.LLII..�-IN,I�.1.�I��1-.1 I.'j:..vI,-.�I...-IL,.I..'..-I-.-1.'�L.�I:I�1 1.I,II II."I-.��.�L.-�.I�1�I�I,.I I',�L.*-.I.�...I 11.�.I 1,..LI I II..,.1..�.:�.LI..L�11"-...I�1 1I_�..�,IIII.�I1.,.1�,f I.�..,I%I.L-I I,,II-,I��,.,.�.�I.II.,I-...I,L.L,I,-I L I..,..-..-..'1.I.I.��"L.-,,,�-�,L..I�-w.I I�.I.I I1,1 I..-..".I,.�1,%I,.'L�1L�.I�';.1I��,I..1.-II,-1I..I...I_I I,�.IL I 1.;.IL 1.'I�II.I.I.I.-.L 1 I I.I.II�..,�r"I'.I I,:I,-I-,,.-'1.��"�I�1LI.�..I,.1 I..1..,I.�1-.�.,.IL,,I I.-I�.,...I.�I I II.kI.L,,..III�IILI1:�.�.�--.�.�IL--�L I�,.I I�LI�--L�.--I�L..-II��..��I,�I 41'�I�III I.1.-�k.1.I.I'I..-.'II':I.I,.,l�-,,L.Ll 1,_�LII.......I"-'�.I�I I"1"-.LI I�1I�..L....,I I.1L-LI1.�I I 1,,I..I 1 I w,III III.�1.L,II,.I"�I.I�I.I...I I.,.I..�.�.II I�I,L.L.IL1I.L I....'I I�..._.,� .I�I�'�","�L'.�I-.II.-LI;.._L..IL�.L'�I I L.I,-�I...,I�---�.,.L-I II':.,L�I.,-,.I,�,'�.,��I'.I.�,II..,�I.,1I 1,I..I.I-��-:.1''L...I.�.II LII..I.�-�4"I.I.�..L I.I:II-:-�',.II:I'.I��L"I-.I,I-I I I L..�II II1..I,L�-I:��.,.,..I,I:-.IIL"I.I:.I,IL;I�ILI t�r�I.,I�,.I�II..L.�I.I,1I,I .....��II-I..I�I�ILL I.-.I�..p I I�I�..II I..I1.�.,I.II�.�..I I..-.�I�1�I-�I-II._I_I..II'..I I-�_.L,I L...L22 I!1C,-�1I 11jP111�I1-��EI 1.�R I�I,�.L N_j-�..,,L,D_-�,-._I�1 1,I_1.'-�I-:.I.i_1-.1,1.C-.�_�L.1 E�_1 1.21I.,�11 0_I1.I�-1�_..L__),.-.�-�_I,�-..'I.-"I�I:_IBT-.O EI LE:_NIS W.�-.L.L I 01I"1I 1T.1 C�I'--1HI:I1 II"_I I*1�/I,.1 I..7-�1E0.':1,1,,-��-Il\I I�I-",.,�I L_I___�_'--.,�I 1I Iaii!�I,_—,II1 ItUq;_�.�I.�_�,I."�I i,_.-��I ,".A-E.T.-,I.I-II,�.'7L�IIIF L%I 7 I 7.I..I'I.-4-,I 7L-:�,..//-t,I�M lA-I I:1I.4 1I.1/I IIII�I I II.-L 7 II'�eL-.P:I I�I I!.,-'.I "_I,�4t�.1-'-,��.',.(.I-..-I1\'.I/..1'I..D.l0�.I.!-I.,l III--!II�.��,II,.L�I..,�11,�.1.I._11`!�7'I!TI\���.'.-..,�..L�.'..-.,.,--�I.-,I..-��,I.,.',1 R�Q��..\.-:..I,_�-F.'AI.L,6-.-'--,I.I1.,-.�I"1.ina.Iu_-'�,'..r!..�I-'L_..�'....I:I..,-.I"1-....cL,,6..-_�I;I�I-.L�..1. I--�-.-,.,I_�.�..:-'.�..I�,�.-I.-I-_�.:,I,,.I�_�I..L_I.,....I�,L....,.t.;..-:,1�-,;..I..r-,.1,..�,:..��".L�..�...,.-,.i.',.-'�.I I,'�-..L.-w�i..'�...���I�,�_.-.1 j,If�.I-I.I..:.I.I.,.,I-i�,:,P_�-T,..,1�_._",.I..�,-�-,,1.�-..'1.-,t,I_1.....-...'...,,�,,..:w��..I_.-^�L....,,.�..&..L.,-"1O-I....-..�.I..-�.,..,.-.�.1-.4II..��,.�f--..-.."L,.-,.I�i.,I�,I..�_.-0�...�...I,_:I.,'...�,.. '..1.,�I.::-1..,.-'�-.-,._.I.�_..�I.�.-�L I--,�:,2,�..-_-,-�L.I-'_.:-.'.,.'..,I-�"I.�.-.-:."-_.v.,,"---,'II,.1'��I.I.....-,*��I:-.:,.-�_ :"J,�I.���-II.�_,w.,,.;,.'.1�-:...'.--_4-��.�,-.,-.-...-,-,...'.--1..,�.,,:-_-.;�..1..�_;,--,1,..,-1-:�":.�__-.�I,.--..,,:��.--I','.-"..��7...-�.-,,-.��,__.-,,t.L�.-�,',1I,,-7_*,w_.1., �1.-..,.,"-:///"�.I..�-1I I/D,',1 1I'../I.:-�1 I.;,._11.;_',I.I,�.-1":�-I.I,,�I_."-),II_I I\\.I,��.._-I.,\\-�.�,,-/'L\_�_.,,.,,,'.I.I-.L��./I\�,...-_.__-\I i�.-..��II.z.I_1\\\-,-.,I.:�_.."I..I., 11-��,I.,X-�.1/-ff.-.-,!-��,.'@ I W,�I-�"1`II-I-1.-I1-1,_--, �-.,��._.....�I.�/,,....'"-�..�.,..,I..1....I�.�.,.I-,"�'.I I.-IL.�."".-�-.,�.�',-I.II�L i.I._w.�-�..-���wI"I.....:1_�.-I,II-.,I I 1�.._-_.---1�.....��'__I�_..-I\.,.�..,--.I.-I,'I._...�-I-�.,1.-L."f....---I','-�._.;.-_A� ...'-���II 1I:I_1,__-.-1.'- ,,l,.6�n.,'-.-��.I',I-;-T,17-�'/_.I.1.I_11LI1-'��.I1-,,,1,M',..-I,.L w.�,I.._,.'5.., -1�;.I"*.-,L.�--I-I.ILt-"..-,I�--,.".I.L,_�,%e.j-,-.',"::�I_",._,�.",�I_.*..�',,.-,,IW::,-.;L/.:'.-�/mf.--.I1�I_�. : - ,. _ - - Y- ..., - - - - -r. - - -.I1.-,I�w 1�I.._D�I.._,7I_I.I.EL w,._D I_.I'1:-I.."I_�..-r��IC.L_��=.,\I I A LL-I-.,-II.I1 T_.�=7I-...-�E-...1_.-1�.I,.`.D�.1,�-:�,.I�L.I 2.I..I:1��`I0=�.,I1.L,.�-.,�O..__�I L..V p ...- W. II .�.Ii 1+,I.Lo.:T� ..._. .. - ...,:- -a. ..- -. - - - - _. - I ... _ -, :.._..,: ': .: , _ - :•:: "":17E75 VONCKARMAI SUITE 40I IRYWEGA 14'�SE _ -���,L .I1.,I,.,,.-'� ....I A IA._�,,��,.-.I��S--I-�� .-s R.I 1:�-L,.- .m_=2�VLIw,�I w,III-1�LNI.o iju...'.I.,I I III� ,_,t I1c 1�V0�. L,A!,.t�IC,LN.-"�;:�_-.1 I---�N . - - ,:_:.. , . - - _,t 1UB 5 HOPYARD ROAD WE 725 P1 ARTON CA 9t558AW >'. ffi WITS ,iA 925 483 1725 I,I-�.,III-�.-.,\-I-I-I4.I�_.;%�I.�.,.-;-z\��-.'-..,�L-.��.'.�"I-'I,,.I-I . . '.: -- ,, ... -'- ,n_-, ,. _ : - .. - - -.....: : .. - -t' -----_----- - - _ .. - ---__-- . ---------- ---------- A-= - --- --a ions i---------- I .' I I G��9 Haz F t I I I ' .OF. �� - 1: - WP I }(jam` L ' SINGLE Pia FUSEAaE . I I +1. I' K& 71 F.0. - ` .'I` i DI9CDNICCT FOR A//�c COICECTIDM 4 I . 11 1 T I +e�' _/ 1�. FDNAL HOOK I1P 9Y NE3f suecaNTRAcmN r 1 1/� . II - ��AMILY 1f0I ",1-:-L ,1 I 1L / C.m.=.:I I=r L-�I I I�...1",,. 0L` Px II BDRM. 2 F.a NTY N . M. B7-Tki_, M. BDRM. I. KIT HE F ,' , DEN/ 4_ w\ I) I [- - OPT. BDRM.J�//'' T T- -_ - �� _ O I OPT. SUPEO FAH. C , / \` ITT 4 _ T vd NwN I I: ,I ,::T' I/ i WA K-IN li /' I . I. FI ; ;"--- L _-- p � J�- ---- % p : u N Z r r==='=_r c r/ `fit! -�_ y' / Q C_ !� / i _�- ����LDGTE IN AMC ,_ / - F f'--FAO, //, i, / - i_ ...1 (@�0) HAS , _-, 4'-e j = a \tF'`'✓__ ' I SERV . !* / f ------ ¢-- ; t/� ----- ---- IF I __--__ DINING r e + ' * -< lL� II II _ - b d - /I - --- ) . . ,- ',"7 I I I _._..__. ( %OPT.2R -s I , :: I I\ - ` Y A7 ..ice V "- Z ,//22 \` FbT ! F\ �, W m p BD$M. 4 BDRM, 3 LIVING "�_�- - ENTRY - -y £z Z p `< \\ GARAGE _*/1 -O V T J 0 -------------- G1NElER LJJ '�= p - I -- r- tDDAna) 1EiCIYiI�� .j Y OC 1 o I I IA`EoLOGAnm) "THIS NUMBER ACCOMPANY U p r= - GARAGE -= r ________________� - ALL INSPECTIONAL REQUESTS ,:'I`- \ ;� 1. - iY001 WRL" HFAWHALCH ARCHITECTS, IW T� ,1A61AM HENAINALCH ARCHITECTS.wC EXPRESSLY RESERVES ,�``\,, I' savr/ - :'.-.TTS COMMON LAW COP"DW AND OTHER PROPERTY RIGHTS O r� (� 7 F� I/THESE PEAK.THESE PI-/i/15 ARE N07 TO 8E flEPR000CFA. L_ CJ - (T �� / ' �1 © a TOSEAASSSPIWDTOATW A Ig FAS7M ANM Y', - - L� , .•. ]HE WRRTTN PERIAISSION AND CONSENT OF 11 I M H 5W"UIICN - - - ANCHRECTS,NC.w THE EVENT OF UNAUTHOILIffOREUSE O 0 . . _ :^'. _ 'a ' ' "YNESE PLANS BY A TIFO PARTY,TINE 1711R0 PARTY SHNL HOLD - - - ":VALLIANN HEDAN.HALCH ARCHITECTS, RNC.IIARAUM& �- ._:: _ : , . _ _ -':Dp NOT SCALE PLANS r _ - _ _ REVISIONS Q . M. DATE DESCRIPTION C7 . 9-21-M PLAN WT.CORK F-. . a - e`" 10-2-01 dIENT REVISIONS W I. r i0-5-01 BIDE,APT.COf�i,. UPPER FLOOR PLAN LOWER FLOOR PLAN s F ,N� '' a ?oil by ?N anty f :' e qrf ;, W _.. - - .. - - - iDaeuo e o z t1'ut bore+tg2�¢ , - t .a4ca Sep V m QM/N/�_ e 7M a 9r reS �mlt oo LA.. �'))).,t����..)�,re.��-','�1 L_.I-",';L,;,�I_I r,:�.,.-���-*�,�---�."- EI ECTRICAL NOTE& ItEGiANCAL hIOTES �e� - J U 7a Y S' o P.16 �ndlo_i* ^- 1. CROUD-FAULnCD MITI iElE F7ER PR07ECTION FOR PUMMEL 1. FIRE RATINGS FOR OCWPNICY SEPNUTIONS. PER UJLQ SECTION 3OZ4. 1. WATER HEAIEA PMTFCTION FROM DAMAGE. PER U.P4 SWTLC N bEG0. a DISTA IATION OF GAS PIPMG PER LEM SECTION 12110 ._ _ •.•,,t.'.: a rP,ct�r5a�'0. �dfln , - 2. EQUIPMENT INSTAIATIOL PER U.M.G SECTION 3D1 - 4-i-,, ,�+bf� qE 2• PDURLE RATER WRETS WITH HOSE ATTAORER74, PER UP,G scum EG3r4.7. a ING OF PIPING SMENS AND E7v OSED SIRUCAIRAL.STEEI. : � n '.� � '. a°•'A a tg'_ 2 ME®RANE PENETRATION: PER U80.SEC ION 7W.7. - .I i _ 3. LIGHT NO YONTILATION IN~R OCCUPANCES. PER U.R.G SECTION 12D? .PET NE.G ARi1QE 230-'BD. , _ uj _ 2. EIFCTRICAL BRANCH-CiR011i.FEEDER AO SERVICE CALCULATIONS. a PERARU.P.SECTRIII 71PROTEC1101 O"BUGDINO SET4RS _ _ ,I M :.; .- - PER NEG AIR E 220 ♦ EWIPIEINT ACO.SS AND SEAViCE SALE. PER UJLG BECKON 707. 16:APPLIANCE PU116IM0. PER UP.G SECTION RQI.0. ,. _. r.- - ,# ,.; Q Wi ', .., .. 4 ROW"WASTE PIPIIIG. PER UP.C.SECTION=A - - 4. NWTOUIDiNG EtC1RODE SYSIEII. PER NEG ARTICLES 250-R7 AID 250-a1 IL SFIOIER AO its 42 OMMU71M COI1ROL vKKS. ::bl"BY: 9.8. O '`.'_ - a INDIRECT WASTE REgPTOtS PER UP.G SECTION WD4.0. PFR UFL�ECTI0F1 420.0. s"g;' 4 ' ' S FUTIUES IN ODiIES ODgS PER NEG ARTIQE 410d ;, 1 $:a1 '+T i:,�,''> �: {^ _ a WATER PRES1RE,PRESSURE WAAA70M PIE.SMRE FEW%UE5 AM VAGIAN - - _ _ ^ -�.r^ Mr ` - RE1gT w1LMIs rEI uP.G NNQTIW 1foaD. d` .. _ :,met -?:+81BLDG.OEPI.SI6MITA: W13-01 - a DWELLING WIT REOPTAClE OultEis PFA NEG ARTICLE zto-D2. - >:,.-. - - .. .`.-.: `.',- _ - ,ar'�:::x . - T. .. ., , -..' -'b. IIPA gL'AdE_1f0.0. _ -. : . ,`r^'-ra, -..:{i`. r. .: ..: :-- -7 FEA AM-COPMETIOIUNC AD RFfANtRATION EWIPIEA7 OTIEM .-... .- ., ., _ - -- ,. . - - _ . , -• _ - +> *, "�'--- ,. r .. : .<.- 'JR tRgEBFA: `.2001 f!I) 1 `x,.. PER aEG ARALTE 2f0-R3 ,_- _ .,.. .._. , S'- , 7 ;�' - _ -,;::, --. -.. _. .,. .. ±.r .,,r, ::.,> r , -: _z .. _: .. , .- T .. - , .,-. .. 105203.NMq ; r r a _ - .. °,GD1iE MA►E: PQD11 UILG SECTION 310.A .-.. ..(.. _:: s SMOTE OEIECIDR AIID SPRHEaER SYSIELS PER _ . ..: .-- --,- _ >..,a _ _ t, .. :. ; -.: v _ - ,, a BATHROOM FEOPTA06 SHALL ff ON A 9EPARAIE GRLIL .. : _. , - _. .- -, 2. .. _,>„s.. ..>. _ ,.,..,-. - "`-.: - :.c .a ._.._. .... �- .. _. ... .. _ ._ _, .. _ - b ... DN _.. . t 'x b TE: SHEET: _.. .. lq OVER 01AE15 MAY SE RIE LNIORT a,-,... - 4 .. .__i -. _.._ .. _ '- .- - - .. r '�' " ... _. - _ r . ;: . .'�0 5 Oi _ �. j , W . W _ : r 1 1P r' ....... r . LE TRI / _ T S AN 2. , C CAL, .. TY IP.AN u °' .. . � . _ .�. a,'r r, - _ :r >. - . _ s_ r. 4 -i....,, ..t. ,',' vri' S- ..:. ,. - -;.: -. :r ,: .., ..Y ._ ;5¢:.. .. - «.. . xx- !-.. 5.�'..Cd,: 'r*.T.!". :',ace.,. ..a:. ±y :r..• x ...:-: i - :0. '.a:, , .. .n a ::..s,.. ._...,a. v-.., - -r_.x .-. .. -. .-_ .. .. a .., _ p .... . .: - ..: . -.. .:. ..... .. :. .. ,_ _ >: :.`� .: .-i.: V' :_. _<. _N_ t. ..n?-::.' -.ss ti :..v-`,m'. - . _ _ ,r. .__ � �-gsfe. +Y ♦. A d, > r"3 , .-,.'�,:a-Kffi4.O�.sT''r .. _.. s � .. .A..... _ ,', o... ... .�'. ., •'l' \., .r_.".`r.... _, a't+r .. �C`_. .,: :.. .. ., .. ... r _ w .rp.,, -.. �sc<l2k -..:+/v%+tip r �.17.,.: .._ .� -..- ,,.. .. _ . w. .. ...a ,..s. .,.,. �,.-n.r. _ -.".. .,.. .-:_.�.',,....t ... !. . _.. .f..,,..�9 ..:-...tc ..1+. +r�r L.>... ...,. 7 r. _. T,e. ., .. .a 'y"`s.-`F� :..X:.4.. v,.....7.,..,.a�u .....,..:..+n..F.aAv,.,woa.�...�.-ww.......a.::,,..s. ..:.......>.w:..:'1.v:a„i.Y.r:!?...n.r...s,:,�a.,.z..a,«.,.r'�"a.,ae`s... ...r tw'..uw...,},.,.. ..?.u+«. m. .a. r,..a_ _ ,a... Y e .. -.v Y { ..- J. t. 771, TRUSSES BY OTHERS WILUA C H I TEE C TES H NCC 'IM5 VON KARMAN SURE AON IRVMCA W614-M 06 250 0607AWw.WANedYHIGY.mIN dt BNB 250 1529 r - TOILE T BAT WALK—N �675NIOPYARDROAD 325 PLEA9NIfONG 9N566�Z7 i25 483 1 to 875 " Tr>rmrnn>r luuunuuuD F.F. I�_-WL1W llWl1 vGQ R Hezm� �c 6=0 FOFCCA3 OP JLLL * ii NOOK DININ LIVING` . gij rRY CARPET 0/1 1/6'PLYND. t) SIRS I I SLOPEca TREADS 6 RI N (f� 0/3-2X12 STRINGERS - 3 D, ACD b S 2 r _ D4 PROVIDELu S TYPE'IC _ UNDER SIDE OF STAIR _ _ Q (IHR.COST.) l\ ''T TRUSSES BY OTHERS Q 12 TREADS A7 1C EA, ( .. - •' ,:Q _ -- M. BDRM. LL W.LC, BDRM. 4 LLJ �mrnnrrmrlTr>r �' ¢ .'m 11111111111111NNII1111 �'. t2 Z STAIR SECTION scaLE sis- = 1.-0• F•F•—_ ;�LVllWL11yIlWU �6 _f.F. o flp IQ _J QZ Q Y OUP.RD-FOR 1 NFLCOS U T. :V z _ I I AS PER uaC 3021 EXC.3.94 BEI LIVING SPA AND ALL WAALLSS AND POSTSSUPPORTING THE L,L ONE FLOUR OL'QIPANNNCCYZSESEPTEERRATIWnaPRW�2 FOR A R TRUSS n' OCCURARAG CDF ILT APPRvmPROTEca Z U ammom — 11 G .. - O.P. T.O.P. - I I SLOPE Y a W � , .. FF.—_ —_—_-- ___------_-----_—_----- --T.O.CURB '' W _ B PERMIT# Wiz THIS NUMBER ACCOMPANY b M. AT M. DRM BD M. 2 Q Au INSPECTIONAL aE IQl L - --- : eT001 vBLLHAN HFDAALHALCH ARCH17ECTS, NC. ;..INLLIAM HPDAPLIALCH ARCHTECTS.WC SWRESSLY RESERVES YRI -O ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RN;FRS N THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED, ,^,CHANGED,OR COPIED IN ANY FORM OR WANNER WHATSOMP,NOR Y ARE THEY TO BE AS96MM TO A.PARTY WITHOUT FTAST OBTANNG ` T.O.P. TO.P. z THE WUCTTHI PERNQSNON ANO LOILSUlT a WLI1W NEDINAIAIMI —_—_ y ARCfBHECTS.INC.N 1HE EVENT OF URAUTHORIIFD REUSE OF O THESE R/WS BY A TFWO PARTY,THE THIRD PARTY SHALL HOLD VA UAM HE?MALHALCN ARCHITECTS. WC.HAN,EESS ` TRUSSER BY OTHERS - - 00 NOT SCALE PLANS M T.O.P. REVISIONS Q >e KIT HEN NO 0K FAMILN IrD. DATE DEscRpnON t= r a y 1&2-01 CLIENT REVISIONS tD ; HALL BATHLu _ — — m ~Z� r t 4a5 d W Pic PWDR, © s BEOTION NOTES BltiQ N3LLATIOPt CiYPSI�LA BOARD STAR NOTES rROEcrNANAseR: D.B. W TYPE'II'GYP.SO.FOR 1 W COSST. cc- - ,�' PER U.&C 3OZA EXC.3,SHALL BE D:W. :'. J. ':DESE BUILDING SECTIONS MAY VARY AT Kh7NAlE (REFER TO SPECIFICATION SECTION 07210 FOR ADDITIONAL DFO"NICK) (PETER TO SPECIFICATION SECTION OB2S6 F171 NOITIUTAL 8E0181AIICL) 1. STAIR CONSTRUCTION. PER U.&C CHAPTER ID NO :.I STALLED a WALLS AND CEILINGS AD I £;.- (� ELEVATION STYLES AND AT'PLAN OPTION'catamaNs. 1. DRIIOOR WALL ASSFIHIES: 1/2'1HIa DTP.SO. U8C TABLE 16-A AND 16-R. 4 _ .. `y �,� 11VING sPALT'AND ALL WALLS AND _ Dt1AMNOY: od •.IIEfFR ro FLOOR PLAN AOOETOA 1TRA1HDN45 FOR 1. OItERIOR WALL ASSUIS REFER ro T-x REPORT ._ TAL ARA -s _.ID NING HALL o DN - ..AODITIpUL IIFOEIAROI NOT SIIOTN. AT CEILINGS IIERE TRUSSES I SIMON®LNG AQ6YA1L0 1/2-THIO(GYP.OD- L INDIVIDUAL STAIR TREADS PER U.&C TABLE 16-A ^ �FSLNt OCQIFANCYZODSFI'EHATION� L DITERIOt CEILING ASSEMBLIES PAM TO T-24 REPORT USES THICK GYP.BD.OR a BALCONY RAD-INGS NO GUMpWLS PER UAC.TABLE 10-R. ,.-, ! OR APPROVED TRUSS PROTECTION. WttN ATTIC SPACE ABOVE: /p' - L.. THEg BUILDING AL RELATIONSHIPS S ONE PROVIDED ro IILllSTRAIE NIGH DENSITY GYP.W.AT CEILING - - 'Z,S �18T BLD6.OEPi.SIRYRTAL: 0613-01 ,. THE AROIIIECTURAL 1iELAnaNsHIPs BETWEEN STRUCTURAL - ASSEMBLIES WHERE ttf FRAMING &4. 6TADEWAYS PER U.S.C.SECTION t00a3.3. - .. � •�. MEMBLRS ARE SPA®CEAtTIt - -.: ... - ,..�, ;" '•�H51�RF Cg6'iRIC710N: W ElElE7N15,INTERIOR VOIAE COIFICUtATIONS,AND BUIDDO l VAULTED NZDLNG A8806LtES HOT USED S WARORABS. PER UB•G SECTION!00. - - - TTNAN 1aa as —_-- - -- PROFILES.REFER ro THE STR1CtURAI DRAWINGS NO - FF T.O•CURB ""' ,-�NlAOER: 2001180 TRUSS MANUFACTURERS OtAWNGS AND CALCULATIONS {. FLOOR ASSEMBLES REFER ro T-x REPORT a DiIERIOR OCCIFANCT a FIRE BL00�1C PFIE u$G sECT70N 70&1 NO 70&2. - GARA�. I� T. THESE PLANS AND SECTIONS ARE DRAWN AS A DESIGN TOM TRU ALL NU ACT AIR TRUSS DIS AND CAL. FLOOR SEPARATION WALL AACAIO TEA? S TRIO(TYPE'1C GYP.WA. - P'OAfMAYF: 200716012WOA9 - A• INTERIOR NNORII.gCOFANCT 10 ASSIST 11D SUB-CONTRACTIR IN THE PREPARATION OF S. DNTERIOR OCCUPANCY REFER ro T 24 REPORT SEPARATION WALL AS9�l�4 RF}TIt TO SECTION Ob1l@IGS. lTEIN SEIOP ORAwDNCS THESE SHOP DRAWINGS ARE ro ff -, _ - ti � - ':' - SEPARATION WALL ASSONMDS APPROVED BY THE OMF1t AND IDCJI BUDDING OFFICIAL ••�• -, „MATE: $MEET:. . ' l S -CCKTRACTOR 10 FIELD LF�Y ALL CCOITIOIS PRIOR TO THE FASRICA7 S OF STAIRS.HANDRAILS AM GUARDRADS w r, , .w _ A2.4 ry. SCTI NS N 2 - sc : v }n r t. - F _�t �. ... .. _.:;1 <.._ ...-... _ .,. ., ,wu _•... ad ..._ i�.<.a-Y. r .. : �.. . -+•. -... _ .. a •.. .v-,-ss .n <�., »''^apt --!.3, ,s..Sww.xkrrid+-�<..iSri•.-Aa'..YS dti::,._w:..r....n......w.. .a.r ..... _,.. v.+c.._ ,..-+,.<.r. - ,,... ..,, ,.. .. - �,'- ' • ^-, . . --- rr .. ... s--'= r . . . r. -. _._ . _, .._ t . .2_- . !. ti.. ., ., A... -. - - .. .. .- .. _ _"� , _ :.. - r -. 4 r .. .. _ t,.-r ,...... .., `4, : r I .. .. .- - .. .. -; 1 2 f!2 C GI.METAL LOUVER ATTIC VENT t .. .. ._....: . _ 9Q AREA_ � �.. (} (f20 NIL VFR7 _ .a, #I/BUO SCREEN EA, .; : - _ .. �; .., r a. :, I .. - - . ,,-,. r. . _ ® . . I. .` .. .. 1.., - . . 4 , , � . k - .. r ._ 55 _ ." 111111 . r " _ ` - . . -, ,,- 244 HALF ROUND&L DEARER AMC T.aP. ---- -- T.oP WR C I T E C ASH I NCH <` :- 1.11 •: - :. .• saM.VENT )-Tom- - - ------ - - IOU 250270 0 NW.�I�Bw�2eo 1 . ---- r VENT(135 AREA ` .. i ^ 'r ' I ..AREA 11 L___J mrTrrtirmrTrmr-n�± .. -: Ilunlluuuuuuu1 l �D AR x" " s I Dt D1 - 5� .. I INIillki;llll)y1 Cy. '.: I L ->k 11. �� VlezYq g . - 1 - F.F. - -JLIIILUJL1lL3L 11 1111 i F.F. S Q �i1 , c, ..-'. _ - - _-_-_-_-_-_-_-_-_-_-_-_---_-_- - - - - - __ - - , a 2 I T.O.P. ------------------- ----------- --- -7-- - _ ~II T.08 3140,C 12920� I i LIVE O HALL BELOW-TIP. -_ rf I I 11 Dt i D2 AT GARAGE )i 4 ,c. 1 -1 ` I II + 7.F I (� `u��1 pI I i ,I 11 I - '.,�, I LOW PROFTLE •i 1 i ) I 14•%8•COMBUSTION AIR �� II 22 1. `11 •� -^ -'. " I .. CON6 ROOF TILE-TV. D I 1 ) VENTS AT TOP AND BOTTOM II II - L ^ .. . w .. . D2 I 12 i I I 1. .m a. 1 ' n II v, y�J 07 I 1 ROOF AREA•B. •i (--� N / U .. - - I I 1t: ,� A. I l SLOPE-x12 F.F. L__, II II I 1 F.F. w, O. , ,I ---- -.. `v -- 4 1 TP. ` _� i w --- ------'� VERIFY METER .. - }- -L� a L=TIONS W4M CONC.STOOP _ ° . - -, ---- , D, _ UTILITY COMPANIES AT OPT.DOOR RIGHT .. ' Q LJ . . .. - I_----_--- ROOF AREA•C BELOW © --- 1.L7 y �T ,d ROPE-5.12 sRicoo aBFF3T-11P° 3 {2)-WXIS•GI.METAL LOUVER AMC VENT ,"' , DEPARtMEN pPp DPt' 11 D1 ■f//BUC SOtEEI(,20 S0 IK VENT AREA EA> PIJ�i, -'�paTE Q -- 1 W �II� x . C % I I GNATURE V S1 5� �5 L,L U --- ---- ��SHOIIIN --------------------- - �i- T.O.P. ..:,�-..+.+�AV J 1. HOOF PLAN LEOEO ROOF PLAN NOTES ATTIC VENT REOUtREMENTS: _ # O V E D �-' ROOF AREA 'A' ROOF AREA•B' ROOF AREA'C I LINE dF 91DJGIES S :12 SPE/OifECTION 1. SEE GENERAL NOTES FOR RODS NOTES 1 -I- INTERIOR CFiLING 12 _ = .(:i 1 OV _ -�' ATTIC AREA: 1218 SfI.R. 1ND SaFT. 118 SOFT. DASHED Lim. 1. 2..SPARK ARRESTORS SHALL BE INSTALLED AS I'ROYIDED: (InE 1/300-HIGH R LOW (USE 1/300-HI01 t LOW (USE 1/JW-NIGH!LOW . aPnaNK oEa I -I- IDl AS REVISED :.-1 1 1 Q #R YAKfAC1WFR5�ECffIUnONS $OfI REWIRED AT UPPER SO[RE(AIIRFD AT UPPEt 501<RE(UIRED AT UPPER i " I I I e w ;W� 3. OVEMANOSc 1 AT fAVE CONDmWS, 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) b b \ GL - i - CITY OF LAKE ELSINORE Al NDTED OTHERWISE) GABLE VENT(S) 4B0 SO.IN. SO.M. AR SO.M. -mrn�rTrtlnrn�rTrn L- -_J 1 BUILDING DEPT. -II ( Z IU1E5 DOWNSPOUT ff RE(AJDE! �]�'���AT RAI(F CONDITIONS hl u 1 n 1 u n n u II 12 _ - _ :: ( PROVIDED: (4 GAB E w+r(s) (( GABLE w+r(s) ((1 GAR L YENr(s) I I L'I'J II 8 I1 L ��� IUTES ROOF GUTTER(IF REOUI�� : Z�S'-NOTED OTHERWISE) AT 120 S0.IN AT 50.M.) AT 80 50.M.) I -- 5 1 INDICATES LINE OF OVERHANG. ) I L O - I I e�INDICATES LINE OF SIRUCIU E. 4. PROVIDE ATTIC!SOFIT VENTILATION AS PER DORMER VENT(S). SO.M. 79 Sam M. F.F I IILiLul�uJl......u. I I __- T.O.P. � LL J_J_ SECTION 15�05.3 OF THE UNIFORM BUILDING CODE. PROVIDED.(HIGH) ( DORMER VENTS) (1 CLOAKED VENT(S) CLOAKED VENT(5) 1' -_------ ------------------ I ' AT S0.IN.) AT 79 S0.IN.) AT SQ IN.) T.O.P. 1 ````\�'-" Q UPPER PROVIDED: 480 SO.IN. 79 SO.M. 80 SOAR. ti - _-_-_-_-_-_-_-_-_- 1 -' _ ..k .. UPPER REQUIRED,. 29z 50.IK b SOAR. 2e SO.M. I' 1 0 = c.� '7 s EAVEVENr(() (.tN s(.M. s(.M. II 14 I j _ Qtxsi�oAADi/mnr 7_11D3 O W Q - PROVIDED: L 4 EAVE VENTS 2 EAVE VENT 5) 4 SAVE VENT S) �I D2 I I 1 I :Ell L1• AT iT SQ IN. AT 12 S0.IEL T 1 I a r �/j Q ':4¢ J ALTERNATE VENTS). SO.IN. SO.M SU.IN. - •; i I I I °WC�r'}L i :. i� ' HiSNJNBERACCOMPANY �W� C/� :zrZ V >• ,., : PROVIDED-.(LOW) 1 K.YENS;) 1 ALr.VENT()) AT AL 50�11) I I b z Q Q % ..- '' T 35 S0. AT 9 SQ.M. I 18 I b b A 1 7 -� ., '-' LOWER PROVIDED: 3OT SO.IN. 10.T SO.D1. 4e SO.M. )i ---J _ AC L•INSPE�7lONAL REQUESTS J .:':,'(O _; L----- .V J W C r - LOWER REWIRED: 292 SO.IN. b SO.M. ze SO.M. I D3 V ;. w TOTAL PROVIDED: 783 SO.IN. 152 SQIK. 128 SO.M. i i H FRATa%EIAaMnU -.'� Y 1:1�-= O s TOTAL REQUIRED. 584 SO.M. ND SO.DI. 55 SQM F.F. F.F. _,. = Z '.-7,.. _ -_-_ - , q PROVIDE ENHANCED WINDOW TREATMENT ON ALL SECOND STORY WINDOWS AND OPENINGS OF ALL RESIDENCES FACING FIREPLACE CHIMNEY 20 - ' ' :. .. -^ PUBLIC RIGHT-OF-NAYS. (DETAILING M BE SIMILAR M STYLE 1T - W TAL CAP.G.I.SADDLE. 1 • EFT . ROOF PLAN scA�: vsW 1�-0" TO 111E FRONT ELEVATION)THE WINDERS INDICATED BY A D3 SPARIK K, � -- % T' --- fIN1. TREATMENT DASHED LINE ARE TO RECEIVE THIS WINDOW TREA © N♦IE?1 THEY FACE THE PUBLIC RICHT-OF WAYS 0101H WIU,IAM EiEZAULKALCN ARCNRECTS U1C Q STUCCO OVER FOAM PIPE W OO/SRS W LUAM HEANLHALCH ARCHITECTS,INC EJ:PRESSLY RESERVES O 2x8 W000 TRIM TTP W SMOOTH FINISH 1YP. ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS ,., '. NI THESE PLANS.THESE PLANS ARE NOT 70 BE REPRODUCED. _. _. F Qj CHANGED,OR COPIED IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO BE AS6IGIIFD TO CONSENT OF WITHOUT FIRSTOBTAINING E -- STU=0 SHAPED THE WRITTEN PFRMLSAON AND CO T OF OF VAUTAR NEIMAL/MU71 17(6 FOAM TRIM ARCHITECTS,INC.IN THE EVENT OF UNAUTHORQFO REUSE Of O 2x8 WOOD FASCIA 6 . - THESE PLANS BY A THIRD PARTY,THE TH RO PARTY SWILL HOLD !- AND BARGE ETD.-TYP. D2 VWLLIAM HUMALHKOH ARCHITECTS. NBC.$ARMLESS. 11 a 1'-10--14- DO NOT SCALE PLANS AD CLASS DOOR D2 12 WOW SKITTER ...� �/ ,2 �5 REVISIONS a • :T.O.P. OPTIONAL DECK \ T.O.P 5 - T.O.P pF --- -_- --- /•� ¢ .' - ---___ F TRIM G _ --------- --- _ r------ sx4FOOAM 9 2AT01 PLANDDEP.CORR. N0. r- r_, _ z II I + + I II I -t- -+- © �r1 + r,, I + + 16 1 ,D-2-Ot CLIENT REVISIONS W OPnaNK DECK- L J L J ® m U D2 '- - - - --- --- --- -- ® BASHING-TYP. ,0 5 Ot BLDG. DEPT.CORK. �L_J I I L-J� REFER TO SNT.A22 1 I _1_ Ir1 )I C.I.WALL 1 I ,, Ye �I I + t I -Ii FOR PLAN!F1EV 1 I -+- -+- LLJ-+-LJJ i b . fO�Au�tRLl�xrW. 8 7 5 L� b 1. 10-26-01 PLAN'G DEPT. CORR. L_J L-J ------------- I 12�. F-- S ---- -_ - I . .-.�. ------ • J .. ' - �Nr�rmrTrrnrmrTrrn 7rJ1YA-PF cnxslc ------ --9 1---__J I I II D II 11 I II Tr In II . +D• - - .I� '. D4 T 02 > f 11111111 III:1111111 1 I ' III I II II 1111 II 1111111111 41 § 5 -- I::1:1iiu:uIII;11IIII41 ""II°I'IIHIIIIo C; 12 ---- . ,, :-. •.'' , .. - Il JLLJLILNJ'IjiLMJL1N11LYJLJLJl1L.µ T.O.P. _- 19 .. - �A� .'. �, ^:. 'L, ._ F.F. _--_ _ yl,_______�_____-y _------_-_-_-_-_-_ _-__ _-_-_-_ _-� - ----_ _-_ ' --------- _-__-----_--_---_------__--- �• „Q 1. F.F. D3 D2 6 4 11 F.R. "i.+- rW. _- - _-_-_-_-_-• _-_---_-_-_-'_-_-_ --_- .O.P _-_-----_-- -- -- - ---- _- .O.P "ice �` L I I to ® f o/*""' ,3 1 ,PR0.IECT MI,mm: 81. 15 1- '; D2 D2 -:ii D3 D3 - -"!RE000-..iTP. `'% "LESXMIEA.: QW. O i ®��� a ':r 4 - � � � u s . tie i i ►: GL GL GL b b a 0 o o�a c3 D3 NflAfrYEDBY - Ic---x I-I BIDB.OFPf SI18t/RTAL .. 19 1 1 I��.1 I D3 17 '..:STLECCo offR 19 20 24 ,L o/ 16Si1EDFa1 GaISTAUGTIDIE: i - W -=- - ��jj EINNIG .. I �A\ 1 - .. 'I -MT lx E1IRRDRi t ®aoo®®®® + + - FF. ^_T`: 2 1 ♦I D2 --- F.F. FF. Dt D3-- 0. EJ6MLWBER: 200115011 - - - 11,11111101 D2 >, _ w . - ,. , :fAl1 fEEMAME: PS011 -. I -,I , , :. -:.:- r, <,__ - OO OONOENSOR . . _ :: .., 1. Ia l . ._ 23 20- oaNc stoop 4 .. IRdT IDCATIaI -..: - - 1 r,. ., REAR FRONT ,.. . - _�.. _ _� 2 - 3 �`:DA7E: &ffEi: _.,, _, :.. r 1 . 4. .: _ �,:. : ..; , y 0 1 ., 3 .. ..- ,.. :. :r., -; -` o ,; ,. v... '. :_. 1�7 , �._. . a,. .Y.., ;, �. r. . - --rr, " R.. P I . . .....� va �-c, . : . <. EXTERIO ELEVATIONS PLAN 2A S AN SH:. ,., . =_ �, - ., _� . _. - _ .� ..... : .. .. s .� ,.. - ... ._ .. r _ ._. : .. -:. - _ _. _ :: ...-.- _ _ .,..,1 .. 1 _ -.. .. .. .... .: ... _:..... ., .... .. .. . .. .._-.. ... _: , :_._ ..' ..i'" -ems" --� ',e, -. 'ydw_"TLurcs _ ,e .,. -. ,_a. a. .. ._�.:.- ::.,.,..._. .: .. .. ....-. ._ -. .. ^�.�a_._ ,.' ,. _ - ,- ", ':a ...W:cuK:+M'TiF. •�S+*.�'.liaraueu �.5 �_..*.x...3F.. -.,.,.� _, .... ar. � : ..,.�:. _.. �..bw.` �.y .AL ..F. .., :� �+..: �. ,°. ..Ff a.�sua.� '.mi9`W�d'-M�1Lrs-a"'"`:`�r�li5.h. +:u acmFPRe$s�r Poo +s,.a�LA 'if':Tnw+Wl`k5.a9w'� I �.u>?.Irr,:..� wN<r,CF'xaN:�.aWs.�/�e d'A�Er.P r:�;...+a'a,...., ,..,?-,vk. ,.'^^,.r.:a..r.ur_r..Sti...�+" v✓5�::.;o'.�sa47. ,. a' ,v -�-,,. _...A'a111miT-^fw+a,,.x_xs�,.'-�..•� m.._.,., ccn7 :r. .GL�+tr#. -.,1 +/...n. _ w'�4.w.a.. '.,._ .aa`� ''sl�:w...s.Wi' +Ls #w x 4 T": `7 < 4, W LUAm HEZMALFiALC--I-i �"ARCH ITECTS INC. iM5VON ARIAM UM404 FOECA 9314M 250 0607K wm.*wddKb= kx W 250 IM 3MH0PYARDRW IM325 REASOMCA 9660W 0 463 17M im 95 40 1725 —————————————-——————— ——————————————— r SID ARC,,. ezro? 29 4040 SL. 4040 8L. 5050 8L. 805C 5050 8L.TEMP.GL. 2030. SH. PC BLOB. 0 TEMP. Q AS W I - � . C? ci FAMILY ILL: it RM. 2 NOOK F, C-4 otS 0 M. BATH M. BORK DEN/ K I T t 7HE7� OPT. BDRM. ii OPL SUPER AM4 0 WALK—IN 0 ol cn ATH 2 cr C-3 CD u- cr- < HALL 37 SERV. 40. 4,�11 DINING uj c—r_ QF m C Skj L4GjQL __j C-3 2020 X. 4020 FX 2020 FX C.� .0 Lu cr- BOW BQRM. 3 LIVIN ENTRY HERMIT# V5 2 TH C) 'SN'UMBERACC C) ---------------- ALL INSPECTIONAL R r 26 FX I I CD 5040,8L. I GARAGE LINE OF lU cc m 6050 8L. q6 *2001 WILLIAM HEZMALHALCH ARCHITECTS, INC. PORCH VAUJAM HENINA&CH ARCHITECTS.INC EXPRESSLY RESERVES ITS COMMON LAW COPYP"T AND OTHER PROPERTY RIGHTS LINE OF FLOOR BELOW IN THESE KANS.THESE PLANS ARE NOT TO BE REPRODUCED. -M N DWM,GRCOPV ANYPORMORMNINERVAiATSOEVER.NOR U j =�� M ARE THEY TO BE ASUMED TO A TMO PARtY=F%09,TAl" POSTS THE WRITTEN PERVASSION AND C3N%NT OF N.CH REUSE OF r jf2;HjTECTS NC.IN THE EVENT OF UNAUTHORIZED RY A THIRD PAM.TIE THIRD PWrY SK&L HOLD MANW.ADHERED P�=DEPARTMENT APPROVAL HEOIALHALCH ARCHITECTS, INC.KARMLESS. STONE VDEER-Tr cow_ uo I Do NOT SCALE PLANS SP=SOFM I* T ME EXT.a".'s COW-WALX REVISIONS (BY OlHm) WFIRMON DATE rw lor 5, u 9--21-01 RAN DEPT. 4!-W 10-2-01 amiT RE V-r s-r V-e W--r v--e Cn I �I 4! 21' en4 Aa Q 2 C UPPER FLOOR PLAN LOWER FLOOR PLAN Lu :X MANNER: 03. awl C) -Now: FOOTAGE 6 -PAN RY TABLE LOW FLOOR RAN 1052 FT. NOTE. SHADED WALLS IMICATE AREAS UPPER RXR PLAN 1045 SM Fr. INILMOTSIRVAL: *13 THAT ARE DIFFERENT 7NAN TW BASE TOTAL ft FT. 2W 3Q FT. FLOOR PLAN. OAKUM ft FT. 4" so ff NOTE:- REFER TO CIVIL AND LANDSCAPE FU W p 'S.BY OD+ERS.FOR ALL DRIVEZkYS '81M 40JW RMAW M&Y VAM WA DWG 2XII890Uq 0 0 ro L /Z 2t TO ASIT"OD OF GALOLMIM AND SIDEWALX LMATION& co AM REFER TO B PLAN 94ET ALI FOR WTE: JAMITIONAL NOTM AM DI'"SION& -10 4. -5 -oi A2.6 1/4"ADDENDA FLOOR PLANS PLAN 2 B (COTTAGE ALF- T- 4. 2001 , , < _ y ^ q ; 14'ILIB'GL i20 AL EW1ER ATTIC VENT _ 94 D4 TOIT AIEA FA. 71 ., ,,.. .. .. r,e. , jl1/ILLIAM HEZMALHALCH ... - -. H I T E C T S I N C. - _: zs�HALF RGLxND al DOMRN ATTIC _ -.:` : ' ,. .:': - :" <'T.or. _ — w -- - — .�. VENT 175 90.tlL EEIFT -TYP. -. ,: .. 1' ( AREA) :'..c `_:. . r � NxRIv=5 VOW�NWW..SUITE rI tmm���o� _- :. • :.c� ...','. .. - .. r<'as75HOPYARDNOW su US PTFABATTTONCA 8N5&W , 14'd2'Q.L NET LOUVER ATTIC VENT 1 1-+ + I I Q'i1plAl COL 1700 WAW SCREEN(00 SOIL VENT AREA) I 1 1 I c I 1 1 ERE A 'A' RLOOF NFA _ - 13 L J. b �L J + NuuunY - SLOPE-Ei2 .. Cii)NI inuuu,i , EDARO _ Dt Dt - .. _ - i�uJLu-iiuli�ui�iiy I FF.FbDfkF - - a�------ ---------- --—___-- F.F. T.O.P ( T L.OE OF HALL BELOW-11P. - - --------- --------- -----------_--------------- — - O.P. ? 3 D2 T.DOOR D1 I - AT GARAGE OpOpL�FO �. .•� 22 COMBUS 1 FLAT CONC.TILE-TV. y I ; r!I") 1 A Nq BOTTOM A \�\B D2 --- - }---- cn SLOPE-5:12 - P.F. t I t i VERIFY NS M . --- _-- 'L "�--- -_-� ROM AREA'C oam LOCATIONSS WITH CONE STOW 1 I J l 10 SLOPE-5:12 UTILITY COMPANIES AT OPT.DOOR -. I) I ul G II LJ (.1 L---------- ---- D1 - - . 9 - (2} '1LiB'GI.METAL LOU"ATTIC VOLT SMOG swm-TYP. WJ B14 UG SORIEFN(120 S4 IN.VDf AREA EA) 7F . D, _ W cn ¢ 12 L__®J 12 TAp. --- B� - - -- --------- 8 p'i;ING DEPARTMEN'�APPROVAL I PIA.. ► . 0 0 - ATTIC VENT REQUIREMENTS,' onrE EN ROOF PLAN LEGEND ROOF PLAIT NOTES ROOF AREA A ROOF AREA ROOF AREA'C' I I ' LIFE GE SIGH4�unE TES :12 4IFE IRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES opuOM&DEAL I -I- I INTERIOR SHEDCEDING -"-� .0 ---7� DDIG S /O ATTIC AREA. �,FT. —]])j- 90'FT• , 9101W GASHED i 12 v SPARESTS SHALL BE INSTALLED As pppyPROVIDED: (U5E f1-1/]OHILiN!LOW (USE 1/700-HI01!LOW (USE 1/J00-HIGH t LOW AN 1 I I PER MANUFACTURERS SPEMCATICNS 60x REQUIRED AT UPPER 50[REWIRED AT UPPER 50x REQUIRED AT UPPER ti T� 1 7EEP I Dl t� ¢ '2 W(ARRESTORS a OVERHANGS AT SAVE MOW NOTED 1/3 OF ROOF AEA) 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) TT" c----==---_-- I GE Z ---- NOTED OTHERWISE) �mNrmrTrmrn�rtrrt L____J ADIG7fS DOMNSPOUT Fff REOUINEDY. GABLE VENTS) 4B0 50.Dt sO.IN. 80 SQ.M ,,,,n„„„„„„ „„ DIDI..ROOF LLTTEr (F IF REWIREb) �2' AT RAKE COFDInONS PROVIDED: 4 GABIE VFNT(S) GABIF VENT(s) 1 GA&F VERT(s) - )I;;+�+�++++I�+�+�)����� Y2 -� Q INDICATES LINE OF OVERHANG (( (( SS - ' 1 DOEG7FS LINE NF STRUCTURE. -(�$ND1ID OiFERMSq AT 1T0 90.IN.) AT S0.IN.) 11T ED 54 IN.) ),LLILOJLLJLJLLIJLLLJL i_______-, _-- 5 I.L 11� 4. PROVIDE ATTIC NE SOFIT wN17LAlI0N AS PER DORMER VENr(5) IN. ( 79 SQIN IN. +)+'1------_------ ------------------ ..�M . SECTION 150a3 OF THE UNIFORM BUILDING CODE PROVIDED:(HIGH) T DORY M T(S) lT CLOAKED V 1(S) T QA IX T(s) _ F.F. '- _____ _—_—_—_—_—_—_—_—_— _ -_- _ 1 I T.o.P. JJ''�� Q or. t Li U U UPPER PROVIDED: 4B0 5031E A SGDI. !10 SO IN. . 0\ 't? 1 Z UPPER REQUIRED. 2R2 SQIN. 40 9GIN. .IN. O \\ )1 14 I I sluaro OVFA z' �y j �'••'�.V - - EAVE VENT(5). IN. OL 1N. V i i D'� N i Q1x4 FOAM TRIM , 1 -y "-0 :.a L PROVIDED. �S 2 K VE?IT(5 4 EAVE YENr(5' - : - h0�1 T 12 50.IIL ) T 12 SC IN. ) T 1J1 z sa DL>) ! ) I - W/�j Q J ALTERNATE W71T(s). - SOIK ,'•ice Z PROVIDED:(LOM� 1 ALi.VENTS) 1 ALT.VENT(S) AL.VEI/l(Sj b ,, bPERMIM Ij/) ".Z U - T 135 SQ 111.) T 7M 54]N.) T 18 1 I b LOMER PROVIDED 303 SQUL f03 Sa11t 4B SO.D1. ii 03 L_______-� ..;010 I.OMR REQUIRED- 2B2 54M 40 9QIK ?e SOAR THIS tv:JMHER ACT. : ,N{R1J '.� U MANW.ADHERED G tp st]E N]EER-I*LL INVECTIONAL RE (�1 _ � TOTAL PROVIDED: 753 SC.IN. 182 50.IN. 120 SO.BN. TOTAL R£WDRD set saMDL Se soDL F.F. ---- I to TOTAL PROVIDE ENHANCED WIDOW TREATMENT ON ifAMN4 F.F. i»LL WIDOWS AND O+EN1NG5 OF ALL RESIDENCES FADING FIREPLACE CHIMNEY 20 LEFT v' PUBLIC RIGHT--OF-WAYS. (DETAILING TO BE SINRLYR IN STYLE 17 W/YETAL GP,O.L SAD0.E, 1 ROOF PLAN --- TO THE FRONT ELEVATION)RECEIVE THIS INDICATED BY A D3 IIt FLASHING A APPROVED • SCALE: 1/8" 1'-0" ���'�-'�- C DASHED LINE ARE VA RECEIVE 7WN M IN TREATMENT NT © eTlE01 MA.LEAM HEZAAALHRucH ARCIWTEC'IS. INC• ® MEN 111E'f RAGE THE PUBLIC RIWT-OF-WAY 4%5 oU1L00KE7t T P++ILWA HFDAAU111CH ARCAAfECTS.iNC.E7lPRE55LY RIFSEAVES STUCCD OVER W/4x4 KNEE BRACE-TV. RS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS Q © YAM WOOD 71YW-IYP. 'IN THESE PLANS THESE PLANS ARE NOT TO BE REPRODUCED, L^ _G RAN,ED.OR OWED N ANY FORM OR FANNER MHATSOEVEA,NOA V ARE THEY TO BE ASSIGNED TO A THEM PARTY MTHOUT HSTTHE WRMEN PERMWM AND CONSENT OF WLLM OBTANW6 i -- $TIICCO OVER -ARCHITECTS EVENT OF UNV THORRID�USE�OF Q . - 1.0 FOAM TRIM .:.THESE PUNS BY A TIME PARTY,THE THIRD PARTY NULL HOLD . -..:.VVLLIAM HEMAVNALCH ARCHITECTS, MHAHMLESS. . 12 12 1,-IT x r-0' NOT SCALE PLANS 6i SOPPTTIONAL IS 5[ _ 15 O WOOD s1RLrrTots REVISIONS T.O.P. •OPT1011KAo d( -_- T.O.P - - T.O.P. ` •1 ---- NO. DATE DESCRIPi10N - - _ LARGE MODE FASCIA N 9 21-01 PLAN DEPT IF ORR - ---- r ----- eARNf as-Tw. TL7 n I ® -Ol CLIENT REVISIONSUJ EiTYI OPTIONAL DECK- Ir +- -+- STUCODpTE�t 10-z 1%4 RA T�EBLDQ DEPT.CORKI �TO SHT.Axx 11_� -1- � I 11I STUCCO-TYP.F'ORPLANlEEV'S\ LGI.WALL---'- -------- --= ---- I O. a I b iFLASHING-TYP D1 � ----- --- ------ � e �wA encN�`\ . -____ iT°ii m(i�mr)rrt?rni TcnararaacnararR-'t L__--__J - .. 'I,J.I N'" :ii 2 1 nc,)ae�raTo;fnb iu)i ii it it I r,i u n u u ii�lli' )i)i i'u - OIER ; 5 11 STUCCO OM:A 4 z eS. m r peruln' s T Q +,iLu�iiuiiLu�Liiuiuiii;IbLu�iiiJLJLy�iiiuu 5� 12 _i 19 ---iX4 F0AY 1RAI - ---- -SfI�W F.F pB, . FF. }r________________ _ _1 _—__ FF• tIM FOAM 7R]M-1'A. T.O.P. D3 p2 ---- $1- - A bem'r yas � .O.P. _—_—_—_----LT. —_— —_— ._-------_-------_ -— .OF 2x4 HOOD TRIP - tr 2 BEYONDMl 1T0Ml` h 'PROJECT MANAGER: D.B. W 2 O() " 15 D2 )I I 8 i.lRDBTi-M- D 1 ':, ..L SAlOGO OVOT DE99E1: D.W. ,.:Q 13 ,'ai! Sx4(DAY 1qMDRAWN BY: Od ®ooca®aoo r I i 4 iw 0. b T%4 MFR MT b a ®� 5 aEVE1161 BY: - 2)Cl WOOD TRW-,1P. -:.tSi1riDG.Dt:RI.slsMmu: Da,3a, ' - RP~-7N + 3 + ... 20 ®�� •,'-:44G1ED FOR IxINSTNxIfgM: .�J.1 2 - - SIIIDCb 71h'.: ,IWMlA1B8i: 21pt180 - 'a 19 3 2 1 iA\ i N D2 FF. WMf.ADHERED FF. D1 T.O.O T �CADFLE NAPE: P00118DM207Ap + F 14 23 T 1RMT - COIL STOOP .. :;.. ., y _. ATE: 9FIEEf: _ EAR . ._ �: - 1 :' FRONT _10. . R l �._ ., . - - 501 : _ ., _ • ;EXTERIOR ELEVATIONS PLAN 213 ((COTTAGE) _ M1 _ .. ': _ ♦'.r ..- - ._.. - ..:: .• ,,. •: ,.v. ... ..' S .. ... .n,..w w. .a w..c,44.. - xY.'. > u ;.:aA'.at^ A•�'L'rriK:-t(�c:N-. -.V.s .,., � , � ,. 11�1 ,- - � � - , 7�'. I , �- ..._�'.�li,�,.. 'I., .,� __ I . -, 11, . . -�.- ,z '. , _. I .I .. I I I� .. J_ -:� -, -. �... I ,, � , , I I I - - r I I I v , -* I .. I � , - '..:--.-- '. _:.7 , - , . I I -�k I - . � � I -I . . I -11 . 1. . 2 1. If. - , , .,1:_ -_�, -.;� -�,-;tv,- . .�. ..-- .. I 1, I , .,- .. � , �. � . - , ; ,, �-�.�. , �_- . -1 - . ,, - - - ,�� � � - , -, �.� �� �'�P_, .,� ,-,,�,���. _. - .", --��., *, - . - . , -,-" , ,, ,. . , - , I .. - . - .-- . , � . - . _ �.'�,, .� , -�i -.,.'-, , -,-.--% . ,.,'.., ---t;,�,.,I.,�'-,. �;'�, �� .- , a - 1., ., - -'��'..-t �:�, . "t-, 0:-. " , .;.. _--*-`;���,, ,�i�-9,"",_,�'.'. , - � .I . . , ,, ,, "-� � .- . , I ,� , - .- , , -_ , , .- - :. ,..�- . . , , �- - ,-- .1 �.�Z, - -_, , �,� - ",*,-" _�. I . : � . -, �� .�.�. ,r.,.::._-7 I .� . . .-.. , �.-,,,,, . , . -p , .., , , � -� - ,.�- ,. - --�l, ':.,-z, _ - . - , !3 ..,..:�� -., --, - -- -2�* ,--.*-..;, �- .:- - ,,,- -.-, ': . I . � . . :1 � � . _. I -1 - . '-�.- , .,-'.`� '--- .'-!� .. - � �. I, . � I � :, .- .. _; . �.I � , .. :� I _� I., '! 11 ��.� ..,I ,_,q, �-, - , .,,:', --- � � I � - - � I . . - - , "- 1� , - ,,�. _.�,-, - . -� " , , ". - I �I - � I I . ... .. . , �' . ,�, � �, .� .�. , - , ,. , 7 , -, . ,.�' ", r : . , - - , .; _'. - ,. - .�� ,.; ,�� �,7.'.. , .� *I I.;�` I - ..; ' , I , - I"- r- i 4 � 1 ;� '. _ 1 ' - ' .: z -o.; 2 .. I I wI I. I.I - r_ - � . � -m �� � - ,,4 � .. I '�: . .%L�M:- C H.m I�I TSHLMEE. Z4C.M4 t-I ITAF .N1 .W , , - .i � -4 � _ K~ S A-t A�I.1.I2L 15N I�1C�4 1-:M �� - 15 T, A . .� _!_ 00 25000 wm.* M.W. tm9Q25Dt�I CM , :, . . , .- 1 , ,,BATS 33 AfASWA N, � !t,9540 17M ft 22540 MA- , � ;,O _ � _ _. , II . -I,- ,1 �. - ..��. 1I.I, I 1 I, I , - � � - I � I , I , I - I :. . . z - "� � - �, , I I � . - _ I - 1 . ... I � : � � -, I . . r. 1:1 I .,:,� . 1. 1,- .. . . .--. � .. - . ;. , ,.-, � I �, .. . . .1 - I ����-'. �. �I .. 1. " . 1��r � , I I 11 � I I - . . : ,I...�'�. . � - - . I... �. ��� . �. -- � - I _. . . � - ..� . I � .. � 11 I � - :n � �. � - I .1 ' � D ARC 111:4 I 1�,_,. I � �. � ,- I _ % .� -8 . I .L' , - . � I . ... � . � I . . �. � I � � . I � . . I . . . I 11., I . . -- . . -:, � �'. ,�:: . � I I �� . I . . I . -�, `��- . I . I - �. I .-":.11 I .I I , I," I ., -I- I I . I I . .I . - I - : . � . . I I . . . , I . - . - .- I - . � �:., . --1, . I � - : I . I " I . .- I-:. . .1: I I... -,_- - .. . I - . I :1 I � .1 _... .. - . I . . .- -1 . _', ,, . I 11 .T I . . 11 -I - , I , ` - , . I - . I .Z� : 1, .,.. T. . � I . I - I . I �., I-— . --'-- �-- ,I . . , . ,,�,_-I � I L. I .......�� , A . ", .� I, � . �4 � �,... .. . .. .� . .. . I I .i, I I � - . I - � . . No.C 12M *I . I - I I I i - - ,. ., - �:� -�j�l_*:' * � - I , 1.� ��,� . I . .- I . I . - . % . � ..,�, I 1. __:.. . I . __1 , . �I - i . � .� . : . .1 1:1 I -- �, I I I I- . - - - . . . . . I .-. � . .... . . 4- I- . - . - I . � I I i .I � � . - �. I ', �:,,_ I 1 4040 SL. I I . �, . . 1 5050 SL. I\1 5050 SL TEMP. OL. 20130. SH. ,���& I 1 4040 SL. I � I , . I ! 8050,XOX ,'Ell- , - O8 T 0 WHI 8"M0 S.Ir.III,L.IDR, IJEI 1 'Au TEMP.GLAS S .. I! .Q F A. M� ,1I-.I L-//.�,/Y 0 1! RM. 2 NOOK .. � . L � . �1,-..� .:. - "_5 .-.--- .:'.-" ; , �, �.0 ,.<Y "...: I 1I )- ) .=S0_en M. BATH M. BQRM. KIT DEN/ " Id 1 OPT. SUPER N M. l60 I (_ ,4 1 Im 1 WALK-IN .1 1 I . 1 1 N-- 1 � �_ I ,, - - 777- ---- < ATH 2 I / ?. = - G / �, / 0 t HALL . . Iz / M ISERV. / t , 9 I v DINING I w 1 W.I.C. : b o < . . .I - - __ ___ _7 II -i- u . •- �Tqwd ,= _R . -----guL4 E-_ ------- _j <2020 FX 2020 FX 2020 FX . a ML C =- QQRM. 4 BDRM. 3 cc . C IL VIN NTRY Z D ,< - ,j i 19 rlW1I,�_- C3 = c � II ITHISt4,, -ZL,,, 1 C C.)�. I1-�,1I .IL .,= c -.L ... .' �.. ., k 1 = r--------------- ALL INSPE-Tj-,=L ui� o,s M L ia25 FX 1626 F., 1 c I ) i ; Le 5040 SL. w " , , I �i` :, u �E =UK O 2M ROOR ADOW---- - GARAGE - 5050 8L.. -. - - - U il. 6-1. r-e . t ffi2MVULjMHEZjALHALCHARCHMECTS. Or ti VAU M HEMMHALCH ARCHECTS.M.EWRESSLYRESERVES LINE O H=SELM - 7Ysim OzI- 'ITS� W COPYRIGHT MD OTHER PROPERTY RIGHTS = MT�PX.THESE PLANS ARE NOT TO BE REPRODUCED. L- ,VON..OR CORED W AW FORM OR MANNER MATSOPYER.MR - THE*RTTM PBA W TAM CONSENT OF WUM HEM1hUVJXH 'ARDrEcTs,MC.W THE EVENT OF UMUTHORTZED REUSE OF = I -,tnZAM BY A THM PARTY,THE TWO PARTY SHALL HOLD t .EMALHACH MV*MCM M HAXES& T_ 000Cw PLANNING EPAR MENT APPROVALI � M Nff SAE PLANS " ME Off.12EVS I- D�, REVISIONS < IGNATURE ,NO. DATE DESCRIMM M 1 91�� , �-�, C -- * .-" 1�- ,- !I. -� ,LI � ;,,-- 1. 7- IL. j - ,- ,. _ : .,L � , , , - , ." 9-21-01 PLAN DEFT.COW �_ . 5'-4- 51-v - 11_r lf-e V-e r-r W-f 2-r - ,. e M 10-2-01 CLIENT REVISIONS c cun 19-T la-e lw-4' - IY-lar 4!-Z' 211-w -W,ZI."I4- 0'tF. . 3r_4 W- 1,11I �.Mc,,,k - amA" --,.o,The u . - . ft,- SL A'a'n" - C: :�-1x It.,I,S. 1, 1 ,on �b,,,UPPER FLOOR PLAN LOWER FLOOR PLAN ,,- �-Y w . . P16 1_ - ` . . " : � - �1, L�'." _� -_ , _1 . . - . -,, " - �,�- , L. � 1Q E TABLE ammamm: && u - -" �,- Da �_ -, .'i L , - - I IJ FU PLM low FT -���, - ,_ SM � - �-. I , - - � I UF F PLAM lm X R. NO SHADED WALLS INDICATE AREAS �'-��11TMMMT.&&A A: wimm , ' ,. . - - � __. THAT ARE DDTERET THAN THE BASE '_, - . - . . I - I % . , � _,,-- " � TOTA SM FT' 2 M17. , MMCOGNUM: I I- , % 1.1 .. , .0 .-_- .M +I, _ - gM _ : , - - � ,s , ;�� 1 GWAK SM 4" 39 ,�x1m: 21118) u . . �-" . .'. OW fl M C AD LANDSCAPE ,: .. I • I� _ :_: t -,-��'� - , . �, .. DWG'S BY OTHERS.FOR AL DRIVEWAYS ta fU%a: WimaLft = , , . -, " � NM§QW FOOTAGE MY VARY ME r _ ,-- _' TO METHOD OF QM=Al= 4= -L )_ REFER M BASE PLNT% T AZIFM , DATE: SHEET:_ . "� -. - �I ADDITIONAL NOTES AD DMRONS .- .. : ,1 - .. II , 1 � � L -� -5-0 . =.� -ADDENDA FLOOR PLANS PLAN 2C (TRADITIONAL SGM 1/4 - ") � . 1 , , - - _ , . T - ' � �:";� �, 11 � I � 1, . �.. ., �: - -_� � ' - 1. I I- - - 11 1 1II .;, ,;;,. ,, ._.-,,: _,�LL , - � �-�11'. - _. '" . . " .... ' , _ , , �.._.-4 � , .�,: �- - � ,_� "I ._.--- -;- ��_. , _ v,__, � V� - �;_� -,-, � . * I, : � �- .�� ,� �'t_�� G ::�^11 , �� tr. _ ..,,.. r ., .: - .- ,. :- 2�Mc y `120"Sa 9, or NMEA FA IS 1 � 24O HALF ROUND GL IxINEx ATTIC I WONT 1ffi OL - ( 56 WENT AEA)-TYP. _ r T.OP. 1NILUA �a r T ARCH ITiEZCTASI NC :..1M7S VON KAFg1A7I SLxTE 101 RNNECA 9314V% I 1 r----= 1NR25DOBO/ WWw. 14'>nY GL METAL LOUVER A L® - NAeld *d In 90 250 15N - :.' W/IxIG SCREEN(eD SO.IN.WOI�r Ate) X7 HOwMm ROAD SUIEE375 PLFAUSTIONCA 9{7E6W I + I _ uPTIONAL DECIf 700 In 99 453 173 - - T , 1 I 13 7 I ROOF AREA'A• ...,': :: .-.. I T I I L---J ' i I Dt D1 1 SLOPE -5:12 ; L__-J n-�'rrnlr�rn-mrn-� `7 1111PN.I"NIT I _ L J n 1 _—_LINE OF WALL BELOW-TYP. _ .O.P. '---------------------- ------ --------i-n-iIIII1 FF. w`9mp ARC _ iuuuuii�uJLu uiy, k�S tiezm -- ---- - I B - - --- I --------- ----- -—-—-—-—-—-—- - ------ I -4 D1 —_.__—_---_—_—_ * T.OP3No.C,2020� ti t D2 ; .DOOR AT GARAGE N .-- .: 1 Iril LJ 1 II t N © .: i 4.3 MT CONIC TILE-TIP. - ,.: .. }'------------- I �C•' I - 11E�I�T5 A COMBUSTION eAM II � 'I 22 D2 1� 'S r s CLOA - ED VENT M I I SLOPE-5:12 VENT TIE-TV. I I F.F. . -- - --- �' ------- I ROOF AREA'C• EFIIIEI WEIMY ME�F7t --- ------ N F.F. •' 1 SLOPE-5:12 LOCATIONS WITH UTILITY CpWANES cow_STOOP J AT OPT.DOOR RIGHT T r - "JO1Z1T Q t1� <.b STUCCO SOFFIT-M. 9 - (2}-14'xie'Gl.YE7AL LOIVON ATTIC_T D, M/Buc saemN(1zo sa n�wrt w€A EA) Lu 51 L----J 12 12 - - 15 Q HOOF FLAN IEtEID ROOF P1A11 NOTES ATTIC NOWT REouDtOEN,s INDICATES 5 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. ROOF AREA A ROOF AREA ROOF AREA'C 1---- TMENT APPROVAL ATTIC AREA 1z1e SIFT, eO SWIFT. na snrr. I I PIAT1�:iNG fP -o 2 SPARK X ASCTORS SHAL BE nISTALLED AS PROVIDED; USE 1 IOH!LOW (USE 1/3pp-HI01 k LOW NSE 1/100-HIQ1 t LOW PER YAYIFACRAERS SPECIFICATIONSH $G1L RE 50X Rf - REOJDIED AT UPPER oUDEI AT UPPER OUDED AT UPPER OPTIONAL 60( I I I 1 a OVERHANGS, __1�_Ar EAYE wN wr i/3 OF ROOF AREA) t/3 OF ROOF AREA) 1/3 OF ROOF AREA) 6 7o i TEIr i D, DATE , Q ';NUJ INDICATES WNNSPOUT(ff Pfp1IRED). -( `�-MUTED OTHERWf lridX 12 TTE72 , ' �y GABLE WFNT(S) 4e0 SCAM WIN. I ATES ROOF Gl IF A7 RAKE CONDITIONS I SIG ! IN (( ylrt�ra�rTrnir(rnrrrt L___-� NWlIGTIS LINE OF OVETBLANG } FYRL�I IRlTED OIIIERNISE) �4 GABLE W/T(S) ( GABLE FwT(s) ((i GABLE VENr(5) I i i DDICAlES LINE OF STRUCTURE 7 120 SO,IN. AT S0 IN.) AT M SG M) — 1L�i_ 4. PROVIDE ATTIC!SOFFIT VENTILATION AS PER DORMER'T(5) S.N. IN, SECTION 15oS3 OF THE UNIFORM BUDDING CODE ,--.�SODI ,uiLu�iuii�Lu�uui I I 1p PROVIDED:(HIGH) DORMEA VENTS) 1 O0.0AKFD VF217(S) 1 OLLOAKED VENTS) - F.F. Ij T S0.Ill) T 79 SG IN.) T SO.IN.) C_�_ __________ —_—_—_---_—_—_—_— 5 .OP. -- I I T.O.P. J .:•� UPPER PROVIDED. 4eD Sa1N- >s SO DN. eo SD.D1. 1Y�'— ------------------- I I -- .� ¢ Q UPPER REWIRED- 292 SGIN. es 521N. 2e SO.tN. - I; I - STUCCO OVEMR C) z EAVE VEN1(S). DL D1. ]N. } I I ix FOAM TRIM 9 PROVIDED: Q�4_E__A1V¢E$WE�NS?(OS (4�FAFE WE�NT(05.) 4 EAVE 5) I I E17113 O :;.:� O ( 7 fA Z S0.Itl.)) T to 2$a IN,) T 12 SQ La ALTERNATE VENTS) TH DL i PROVIDED:(LOIN) 1 ALT.VFNT(S) AL.FERT(S) ALT VON S)nN. •� i I T 1A 36 Sp NFL) AT SG IN.) �j/_ L i i 1 I 1a b z ' LOWER PROVIDED. ILL SGIN. IB SCAM 48 SO.JN. `T I O\ �i 1 1 b b ..:,.'.. -'•� - . _. V i� D3 �•Q J •z V LOTIER PRO REQUIRED, 292 SaIN. 4o SaI11 2e SD.IN. A' L--------J P`i\ ���i . ,�� � .. D TOTAL PROVIDED: 78J SGIN. 127 SO.IN. 12e SOU% V TOTAL REauIE@ Se4 mIE- !D SO.IN. se sans. I THIS PNUMB�fR A' C11/.1,'ANY FF. LL_------ PRICK F.F 1EUFH!-TIP. ALL IN$PEC �,V—pUEITS `V O PROVIDE ENHANCED WINDOW TREATMENT ar ALL Seeawr WW� 'S"Y WINDOWS AID OPENINGS OF ALL RtstmlaS FACING - - .� aL1C Z ROOF PLAN p PUBLIC RIGHT-OF-WAYS. THE MOM ro�C IN_� � ,7 �7 �E 20 LEFT SHALE: 1Ip" +-�� TO TIE FiDNT ElEYAl701)THE W1100W5 INDICATED BY A WHITER FLASHING k APPROVED 1 --- DASHED LINE ARE M RECEIVE THIS WINDOW TREATMENT D3 SPARK MRESRXN-7YP. © Y4NFN THEY FACE THE PUBLIC RIGHT-OF-WAYS 029M WILLIAM HEn4ALHALCN ARCHITECTS. PVC. T Q STUCCO OVER 2X6 WDOO TRIM-TP. �COFMw" N�H'LLLAW COOPrCi wG>M o' THM PRPRo ERRTY ROM O L NGTHESE 3m CONED N A FORM OR MARE EAN i1Bi°MplA R rnR uj AIE 77NEY TO BE ASSgNFO TO A 11NW0 PAgiY WTDIOUi PAST OeiAAANc F -- ��°T°C0�°Q/fxe -NNE WRfRENPEAWSMANDCOIISOCOF WuIAM HE➢Ml1VLCH O FOAM TRIM-TYE. :ARCHRECTS.INC.IN THE EVENT OF U NAUTHORt2EO REUSE a THESE 1't/JIS BY A 711W0 PNiTY,77{THIRD PARTY SIWl HOLD T� SOLPDnaNAL g06a NiLILW /NEDAAI}1ALC11 ARCIETECt'S, INC.HAM9ES5. •/ GLASSTE1F.CLASS r"l2 12 10'X 4'-d : `00 NOT SCALE PLANS T.O.P. -_- •OPTONAL DEG( 2xS WOO FASCIA k 61 11 17 5 T.OP - BARGE M,-TV. —Bill — — 02 D, p of TOP REVISIONS Q - __--_-1Q rE9-_-E9l GL MALL ND. DATE DESCRIPTION IE_ OPTIONAL DEGX- _ _ _ _ FLA,4IDD-TYP. [Ell 31 � �S•hyC 9-21-01 PLAN DEPT.CQRR._ IREFER TO SIR.A7.2 I I I I I€a Eai I D1� FUR PLNI kETEVS. I ,B ° 4'F to-2-Ot WENT REViSIpLS 1 63j - - I 1� Dl `_ G--------_=__-- _ - _--_--- _-- a --- - TEMP TF1iP i he ence 10-5-01 BLDG DEFT.CORK. - -------- -- - 9 __-___ Iimr)rrtTrnlrnlrlrm� L___.-__J 12 „iii uuu ninunui ...I 12 II II I, --------- ---- NIB 81I 5� F.F. I,ILYJLLJLILWLLLllllYJl;I;ILNJLJLLLILUJLIILJL�;;; _ _ - 2 7, m [.FF.' rD!E fh A 5 l9 b_ _—_------y-,IFLAT o/ 16 11 19 1x4 D1 o-�=________------- D1 D3 D2 FON1 TRifL-TIP. mYYTy ----------- - .OP fDAY IRON-M. .P. --------- --------—_—_—_—_—_ —_—_ _ �4l c 1 I 1 eEwlo YiJi.� 15 D2 ;� i 1 03 2 ®13 ® FLAT Oo/In }— . D3 ,I - AAT+MrMwDWONM6�M. F4w TR3Y-Tw. :-PM6EOT MANA6EA: 08. , y, 7E3P b L T S., 15 ale 5 DE •O.W. I! I� Gl, GL �' b T I D3 7 Day DMRMSY: D.A. l8 I v I i 3 0/1X4 WAELNED 8Y: _ FR. p2 I �` LT_ 3 2 b 19 20 ® FOAY 11®1 1STRX WT.SIRMI"AL: A6130 � SWCCO TIP D3 - — _ _ --- FF : A�O(Y. LF.. D7TV. •19SIlFB FQ{ ,W�It t1p, IIAM/16E1t .. ' 1lOT IDG1T701 .. _ I -MIC SIO� .v...:_., - _... .,-.-.:.. .. � y 7N D2 31111XA t6 y7LlCCp 0 G 23 CONDENSOR A REAR lIH FOAM TR7Y D3 2 _. FRONT 2201 , v :;> WITE' s1�ET r _ - -EXTERIOR ' : . t, °l 0 5-0�- RLAN ( : A2.9 ADIT .. . TONAL o f ,_ _ jI <._ -.c..I�I..I��.III.:1.-I--.�-..".�-.--...:I�'.I-7�---j.-I,..,-.I'-l"-.,l j I..--....I,I �..I--.-.—I�.�,I.j;.IE�.'—I .:: t.. -w- j. ... . ... -. x. : :..r. .-. .., a.. - -.: .: :.:... .. _ - .. _: _ - - ;:'< 4 - . : . ...r,.. .>. x.: :. .. .. .-.. - _ Y is .o- :." -... : _ _ _ _ ., .: .-x-.. .. /. y -... -. ". .. - - - t - .. y.. - -. ... - r :: _ - 3 - - ,. _y'.. ._ . . r_.,' : „ ,-, -: " r. - r . , x .r,. :.. - ,.- ''a ..'i: - -. , - - IH -:.t A'. - .:.I .' - -. .'-- ... .w..:i. :.. -. - .. -. i,,._.- .- - -v .. , _ .. _ 't :. :. :. ..,t. :. _ ' .. , _ : ,._, ... .,". - ., ., .. ;_ a - A/RCHIT�ECT�SH�jNCC 2: ,' ::: _ . KIIS'dEtl 'r i3.. ."„` ;. - P -: �` ...- f:. _ .. - _ '"250 OBO07ft 91INd�tmm fn 949 250I 1528 - ; .. ...,. , - -..,, _ - CABINET. 1 TOE SPAS: . 2 HEIfiGT 3r 1z5 183,7(G R(YD 6UiE375 RFASMfI G 94588-0527 ;, , .. _ _ - BASE ;> , .. . - _ a UPPER CABINET: HEIGHT. .. - _ - - - - - DEPTH: IY 1. ygD AgOy - - - 4. COUNTER TOP: T� vcj �RRezm /TF • - r 5. CABINET FINISEt STAIN �-�O� MEDIA LCkRAI¢C T1tF �{ $ . NICHE 6. BACKSPLASI+ /// GYP. BD.MANTEL w $1 F r� W/ BULLNOBE EDGES r. 0'�! SEETHE OF C AUF ♦a. b -24• - to � I. TOE SPACE - _ rp. 2 BASE CABINET: HEIGHT: - - - . I b j DEPTH: - -:d I FIREBOX 1 z — — — — § 1 UPPER CABINET: HEIGHT. 36* - - j cla ,iL Rn C!j ._ . . DEPTH: ,Y CV ,. . . I I 4. (XAINTER TOP: - _ _ 12'%12' 5. CABINET FINISH: PAINT - .Q Q CERAMIC TILE © OA _ _ _ D FIREPLACE 7 LINEN 6 Limm ,. TOE SPACE: :.._' ' t ,; ¢ . © 2 BASE CABINET: HEIGHT: �. W♦ - — Z STANDARD WIRE SHELF per. 20' ',V .V O (OPT.UPPER CABINETS 24' LONG 48' LONG B'LONG -Q I.L LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE 3 UPPER CABDtFT: HEIGHT; DEPRt 12' Q —��,-�L-4 j b 4. COUNTERTOP: Wood �..0 . I x I A b b 5. CABINET FINISH: PAINT t-]t'�rt -- --- o O MEG. CAB. ( E—MIRROR--j _ I E—MIRROR -- _ �� t�' • -w - I AT OPT. I Z I '- ¢ MIRROR In BATH 3 » MED.CAB. b D. CAB. TEMP.OL. - r1 r1 Z I�---Mr\---A -- -- RusTmeATH O r r—y 7r — 7 b 8T AOE v 1. TOE SPACE O \ / \ / H —— —— e F.F. ,P'P. Fh .�P. F.F.. F;. F.P 6Y. Fit F1'. Z - _ WASHER II DRXER I ,\ b O m 2 BASE CABINET HEIGHT � : Q -_V Q . // \\ II // \\ I N 3 CWNTER TOP: WADI GitAOE W 4. CABINET FDRISH: 8. BACKSPLASH: CUUURED MARBLE ,'..,fir/O�� c - x © Q _�5 1.1 (� - O 6. BATH TUB: f1BERQA55 :'f�� Z d Q � , 1�/ �� FDIERD ASS SERVICE PWDR. OPT. BATH 3 BATH 2 MASTER BATH _ . i1 /J\ 7. SHOWER PAN: ,. :{♦�/—^J J . ,.'.:C) C) "r 9. SHOWER WAINSCOT: - P E RA I T --)�/ W -':C - 9. SHOWER HEAD HEIGHT: w THIS PlUMBERRdN- -,NY -_ IO. MIRROR HEIGHT: 4Y ""ALLIIvSPECTI S :V L.t'`_5` oc a - - NON-TENTED - - .. HOOD W/ LIGH - . ' .. ———— - '\` ,\ r 1NIN WILLIMI lIFDAALNALCN AF1CNrtEGTa. WC. ——L 1 — L WIwMI HEDMLH&LCH ARCRATECTS.NC.EXPRESSLY RESERVES r ,' _ - SEI'Al�AflY_BAItflY9�E8 _ w ESE RuNs`AwmE` 's w°e°homer roPRE`R p ooil��os, Oi - _ / _ _ \ _ 'lq - DWIGFD,OR('AP AM M A THM PARTY WER IMNTSCEYEH.NOR I. TOE SPA( : --� .ARE TIFYroBE ASSIfi'ED TCATWRO PART'MTLEV RLST COTM&C \ /I ———_ 32' ARGYTECTS. EVENT OF NAUTHORMREUSE OOFF Q © O REF. > 2 BASE CABINET HEIGHT. EHESE BANS BY A TRARD PARTY,THE naRD PARTY SHALL Han .SPACE./ P— _—— - _ W h d - COUNTER TOP. OL7IMED MAR<•rE W LIAM HEVAALHALCH ARCWTECTS INC.HARMLESS T,T . I b LL\ / I —— _—— >— b - C CABINET FINISH: PANT DO NOT SCALE Puws W io /X\ I / LF'e,J l J !(—— 9. EIACKSPLA.91: OIRTURFD LNGeGE REVISIONS / \ -- --- I R*w \ / c BATH Tue FIDERGAA m. DATE DESCRIPTION l \ - -- -- - - I o -- h as rR I rue sIIRRDGRRos FS Ass W / \ / \ / \ 7. SHOWER PAN 1t>-2-Dt CLffNT REVISIONS -:, q -- s r I .. IRROR IREI HEIGHL•. — rF ' O © ,k ,I. - r..' fC r o� OA --, c a Toi�nt,e, .1W VERIFY -- VERIFY VERIFY - 10. M (HL a„"'ew.a,_. ; s9d�n+�aeon �: Q d. KITCHEN ISLAND KITCHEN ;, '= I " e �4 s 1 NorE VERIFY AGL APPLIANCE slzfs laR+ AC1JFW$ .;'- a rQ .- - - a,"`A1T e ar , sa o , ._..� .. .. _ _ , , Y . -. _ .' - - _ _ . •: - _: - $ .;:IRD:Ei;I MANAGER: D8 ,;S.�.,T�P 1,I.II,�.E,j.Y'��-A,N:.RI'-,III IPW.T...'I-S I.j.-�IL,,C I-U I."A,.HjI-,,jC I.�M.I'�1N�—T�jI.1�I.,.�.OI I ... :. - _ , :: - ". .s.•: .... :_ .... _ J "'- � _ -� .. _ .. .. SUM. : .. . - oESIGieG' DIu —0 _, L OPAWN Z _..-.... ,. �. .-. ...- . Y. 'g. . a °ISTBLDG.D3T.9BIYITAL: �13. -. - - e<:, .. .: - _, �.. :. - - .-.. Epp . -;: 1.L� , , : : . . . . . a . .: - ... .. w. . _ - - 29911l0�210,yRp CAD T!E NNE: , s. - > n. - - ... -.. .K. . . .- .- 's, TE• SHEET• --. .. _ - <. -. .. - - _. .- _-...r ... - - - , . �. , _ _. - r. . _ A2.10 : , ,, ., �NTERtOR VATIONS PLAN 2 .:, . S CALF aia . .r o ?; �,,� 1 5-0 01 -- - ELE �. . .. ,. ._. . ._ r . _ - : u . . ._ , -, r, : _ ...- -� _. .: _ - . . , _ _ y T _. v _ 3 IMF Yx'4. - :.; ., d� .i.,.-. .. _. .. -.' .. _.. :. ;. ,t _-- _. ._. .. .A s-� ti. .. .. . -;... ',._ _ '. s,:-v � , .., -.,. �• $.. -:^>�_ -_ ... c .. ..:'�5: .r.. -.+a 'Y.�-tea' ... �.Au c,..._- _ ., .. - .. _ -.. -. .. .. - .. _.. : - ._. .,. ._ - � ._ .x.. _. Siz.. ':... a8` _"s., -._..,.,...x..-_ _ ...._. .... - s ,._.. s�J. -.u_y..ss,. .. ....G a.... ... .-. a,_.,�f .....,_ ,.,ae:x,:'.cA4...+.. �,K s. 5P,w� , ,S`Im ., m. � i�. a _. ,3. - - z +: .,. a .__ 5, ,..... w -.n_. -a.- . . eY- .-... , .: - .. , ..,.. r:. n .. .. ..-.. r r. .. - . . -. -... ._ .• -. .. .. ` y,_., .. _ . . - <t .- _ - -.. _ ... - - .. .oC ... .. _ : .. .,c:.. 1. :.. ....._..:.. -. '.J ._.'.. .. 'kj .- a ._ _ :. ,, m, �. >. . 1-, ... , a 5.:' -- - �.; s ,. .'. 1 11 YI ,: 1 1 -•... :. r_ ! _. t 1I 1 r �Y 1 11_� 11 i y l Twi .—' , r 4 _•1 1 1 ' T { o- g: : . : ;, _ - IB-0 1S-e' Y-o' r. r:` ;_�/1LLIAM HEZMALHALCH - tr_. I I t r- ?# � R C H I T E C T S 1 N C yt m. .:.-:r- 1. 1. I 11 „' \„I t A ..'-::.- I . ...,..,..-.J ::-- -::- .-..- - Pti 250 060'I7i17itwr.� 919 250 1529 - '� T t J _,,_,; A67SHOPYAROROAO9lH1E7E5P1EA9NNONU :.; ,'::,. .�; :J ». I f 1 t 1 I • 1 -.. J : :.: - -^:l25183 1TOD to 826/61 1T25 .. : N .. < .. - I 1_1_1...{ - j I _ C - ._. _ _ - I '- a - I v I - - Y t USED ARCy�T . P�CM - I b r- `- .?,- l _'!., VYC mHezma� (c` -, Tlcmb rya' -7. I - I � � T . - : r-- __ll `_--____c-.-__-_ - L--- ---i Sr I _ It I _ �11111 _ - I I - I I I - - 1 II , i '% .N I I :.•. a „ �:r . L _, 1 n __; r t_ s-------- J ::'Q� DRIVEWAY I------------------J <�-.------------ CONC. BV OTHERS ------------, WALK d I _ ' i% : T . y_Y 9-y K 16'-Y 7-Y 1 1 °_i ' t .' Q I W♦ , z O 1t _ - _,Ij U II 1� 1, II PARTIAL SLAB INTERFACE PLAN — PLAN 3C11�� �' o 1 t� J {� -...- 11. II .1 j I fi . z {{.I 11: II /` !I I 1 I I� _ �I J' _ --W�---------------J ----- 1. 1. .. i I I I U 1 1 I 4-r-r I LL Z I -. II 11 /....;11 --J I F F f I I 'C 7 "i - Q ;il � Q 71 II '1 I 1 I I f t '05 I - IL.- .. .,�.iL------ J J L------- I I Y I 'C1) - z I i t i t QI t t t t I - r ¢ I I ♦� Q IL lu 7 ♦ I a b 1 7-4 �-x tNN�� (> Y P �C ��`iJ�-�i O b I i Y T 1"5 j L e i THIS NUMBER�� n NY . = C,� cONC. I ' - -�I © I la ALL 1,NSPEC_Ti�: [ S � d QL PORCH I 7-4 �._,j. I - '. r 7 11 I r-t I '� ,.-_. 7-16' t'-4 I I II I 1 ��..,, I I 'DY607 WILLIAM NE77NAL)tALCH ARCHITECTS. M. T� b I r I YYE11AMt HF2AWJIALCII ARCIETECLS.INC.DPNESSLY RESERVES . ,.-,' 7-1o' J'.-6 I I I I - - I ,'.RS COIMAON UW COPMIEYIT AND OTHER PROVENLY RK>HTS O ..-. _ I I I I _. - IN THESE PUNS.THESE PUNS ARE NOT TO BE REPRODUCED. ./E - I 11 I - TO BE D iINRO AR71 T COPIED IN ANY FiORM OR MANNER ESL �TOB W W ~' 1 1 I - TIE IWII7EN PER4LSSION NIDCOMSEM 11F 1Y41Uil NFDIu1WG1 b I -I 1 I . ARGETECTs.WC.IN 1HE EVENT OF UNAURIONRED REUSE Oc Q 1 I 1 I _ _ PIANs er ATWM7 PArtrvARGUTEcTS,THRID P 6/C. Ess.ARTY SHALL HOLD T I i I L— --� — DO NOT SCALE PLANS REVISIONS ~ Ili II - Q I �-_ __l No. DATE �SCRIPTIDN -- — 't^1 ` DRIVEWAY -- V+ CONC. BY OTHERS WALK I.' . ' ' - 7-Y 6'-Y B 16'-2' Y-Y 7-Y 6'-Y Y 16'-2' t-J'. z I. :6 10'�. p..-g. - - - 10'-6' 8-6' Tl e°a, aft p,is v< N•:a het\ . Q :• � - - r4 °a�an{Po eC ag_"h!'� rl�_V ��,yy.� fese'a'3 K',&.,� C� 1.L� 1. B INTERF �''5r�'- 4� Qb : ,! I PARTIA L SLAB INTERFACE PLAN — PLAN 3B SLA ACE PLAN PLAN 3A r L g> tiIOECTMAIIABER: DA SLAB fNTERFACE LEGzBD y n, A Z ::" . F Al • ffi AB fNTE}iFACE NOTES i. :: 1. .. - - 1. llES16N8i: y ,� r dWAWN aAe IHTEAF PDW zs FOR oDN06IONAL DIFOIOIAnON uNLr. t" " L AILS ANZ I PLIINBI1iO FD(TIRiE AT LANFIE LEVFL - �Am Y: 08 .. .. _ :. _.:. - , 1. .L SFE SA61CR1RAL OIGBIkFRS ORA�IKS FOR ALL S1WICTURAL DIFORYA - _ - - - .. _ _ f9': FLDG.OtYT.SUBMTIAL: 0&13111 . -r - _ - 4 -. llC LOCATION,FINISH FiDOR - : _:.- ?..' -; .. ._ 'r.-_ _ -:...z...- a —:'.:,r W !'., A: 3E QVA ONGBFFRS DiA6RNG5 FOR ALL BUIlD AT UPP(It LE1El - - - - - - . PIINIBIIIC fIl(TURE - ,_, .; :...... _ _ _ ._ ._; s}� '-:JOB tA�BEp: W10D + . ! 4TE AND UTILITY SERVICE DFOR11AT1O1. - � - - _ - FIEVATIOMS FINAL GRADES, DRAIIIA�. ( - - _ . i , .. ., -., :, .. .. -:- - - : - : .�c =.<{AURFRAYE: amurhla An O .. ATI ; - .. ALL TRY P ._ - - - AROIIIECIS ORAtm16S FOR EN PORI][S, OS -... : . :.... -.- -. -- : i.-.... : .., ." - :- ,. - s - •� % ..: ..... FOR DESCRIPTION AND LD(ATION OF PLUIIBD{G " , -.- - ..: , .. :. . ::-. .:..-.... , - : - - - ` ,... ,h'r"7`.e_ LINTS,IIRItkl6lYS S1EP4,TAID 6NLLA FFM�S TAkILIS,AND NOTE -. f .." .T:: .. _ _ C 1. !NEE FLOOR PLAN A 1.1 - - - - - - >'', ETC.DfORIIAIIOI .: _ >s _. _.... cnu . - < ` . • . <" . . - ": DATE- SHEET . ; H . E �0501 A3.0 O _ _ . __ . , .... - AN — PLAN 3 = ALE. �/4' +� '� �' `< -, I TERFAC E PL S r S CAB N . _ f , . '141ti -1.. , : . - I ,. _ , ... , .. n'..'- - - s S'::. I. a,: 41- _ _ -_ _ ._ _ _ � : ,.:' w _ ram,. T- �:. .;':. _ _ : , ..:, ;-1,.�4l-If�.\�-,.1 1j-.�A�-�1.-..."O�.,iI 1 . __ ,.n;.1I,IL"II��-.1,.,.,�,I...,�IL.:.I7'.:,.I�-,,,.ItI�-,I"1�.I1.,1j�,,..�.,r.II-.,..::-�:�,.�1-��"I,_,.S,.�"L I,,..,�--T,I--I,L..L JL I"��-.C1I,1..I.i Cw.,.,.,1,1I I-.,:,I,,.-O�-I.I.,...:-I�"I.-:.I�I..�II,I--.-i L�.,,II..I_�-",-,,--1,�-..L��I I.,--.....,..I..1-%�,:I::dII-I.�I.:�,..I--�-,I-;I.I�II..I:�--,.:I-ov."-"II.-���I,I.I,I,.I,�11,�II-��.-uII7-*Iz-=-=I---II.,-:,."�1..�,-,,","�I I�-I�,I'I.M iI.,-�;%.I.��m�',II I.,-�--�i I i-�:,-I��,.-/.SII-..0-,�',.,m- ,�pI�.,i,i.4iI;q;.1i�II�ia.-�Ii�:-I1b1��.:,I"c.�:I:'I�I..�,��i��I,�1,�I-���,I,��:II..II-III;�,��I%I:I.I,f!L:.I1I I',I..1I:�,,I-I,,�1�;,��.I.��.lI.�-...;;�I�.,-I-.�1.-..1 1.I I--�..1 L...�.1.,,--1,L�I.-.1 1.��.��,:1�,�l",...:i�I..,I-I,L,-�.:.�I�-,.I�,�L,1 I,,1I',.'i',I�II.-..."-.-.1,I,-L..i.'1I,...:-.-�.-.I.I.I IL.�.I-.1��-:-.�I 1I I.,.I.I I,.,I..�I I.L-:�%L-,�.II-.I�1L'1-:',-I,I,-�.I,I,.,,1,,."I...1 i I.,�.:I iI�,�.,--:..",L�-�,..1 1.o o�.I,.-:I.I�.i-0�.:.,"I-.,LI-.4.'i.�..-.1'�.'.I.,-I.a",-I I..��.1��-m.-�1.�I..,....1_,.:;,...�1 II 111-.1-1-�:.,..�I,1�..�...I,.�".1 L:'-.-�I I,,-I..I I,,�.�..;:�1'L L.I I I�-I�I-,I..-�1.�-,�',-I��;5:�.I...�.I 1.�,.-,II,...�I.;-I..I1--I..I L.I1..I.,-,.1".,,.1--.I.I.I��I.L...,,'.:.v',-,..*".I_-I�I L.,L-.,1-.j1I,....�I�1.:,'I1 1 I,II.I-.,.�I.L.-II,�,I�.,:1 I I I I 1,:I..�-,�:.��L 1�.I.I--�11.1 I;-I.-L.I,I.,I-I I,I.I,:�L-�,I,.m 1I:-:,��III,.-I.�I,-_I..z�I�1':,;I,d.-.L.-'�,I�.LLLZ I-,I...:.-.-L1..,II.,.L 1,-I..I�I,.I,:I�--.,�1.,',�.,-�;L I;.�-L,,,-,I.L.1,.-I4��,III.-;I',,I�I.,"�-,I-...-,-..L-��,:-1,--.,.�..-,L,.I�.�.�..",I1 I I�.,I.-1-',.I--...*.L.,�,.I.�-.L.-I.11%��1I-,,.-�I"-I I.�"�,I��I.L��"--1,,.,.-..I�,..*n�:.�I,-I..,-I,;I,�1-,1,II I,-I�.:-,-.1�-I-.I-L1.�II,,I I.�.�I-L�bI-I,L:.,,-�:II',.I,,.,,I-,I.-"'.1I�,-o.L--.II�'..L,L.��I�r I,'1I.��-�. ---_I.I I z I.-.._--I I I����."..1I�I.Kr1.I,I I.AO!-�>k-�eI�,I,�,-�-.--�,1IV.I.I..1I I.II+��,�.I..�;I.�I:..E LG:.-.1-,U...1 A1.I I ,�.F.9.I4.I_--4,.��II-_� -L--..I,I�.-j-1-�11i;--,.,,,,r_..�1r��II.,I.o�;.S..p-H I7�I1,-'&--I:,�.-�-=4 V�P�-,...� .�,.TiI1a..I7.I.I:-.I,I I.�II-t:-t,:I-� r,--L-.I,.'�I I..I..I I4I.1I',,��",I-1,-...,.�.I�1:�-....I:I I�...-�,I':.I-I.I�-"I��.I�II.1III.,I1,�-1 1lI�I��4 II1 I.1,I,I�1"...L-�.I'I..I...I 1..L�,�-1,?I.�.,I.I��.�...L�.I..I-,I...-�I;�.-,I�i I�I I I-I�-,I-,,�l.,�L.I�,.-:�I.lIII,�.;.I-,r.,-1,1,I--,-.�III11 1,,..,I.p I.LI��.I-�-1�-�"I.1!--�1 I;,�.1I.,;�,I-I-',�1I�,-�"�-1,�.,..-,r-.�:1-.���,.,�II',I,I:I���.,:-,,.y.-.,.1.I,-�"l.,..-...'!.LI1.1II-_,-.-LI--.,ii,-..I..4:-,:�!.�.�..L,.�' ....�,-,I."�.,.�:I,"I,I,.,".,�.�-��,-�,-,�I.�-��-I,�,,I,��L.1I,I,,-I,,"�-I1-�II,1,,,:..�,,.L,...-I,�,I�..I:.-,-1:-I 1 11"�I�.. �..I"�1,�I,:.,.I-;.I'I".,I.7,-,I-.I�I�.'.I,.---1I.I1I-'I,-1,,II.I,IL,�,.,.I�,-.L-,.�,1.�-,,�1.,I-'�__.-I',,--�,�L-,,�-.I:I1,_'--I-I�1��-,.,'1-";,-"-:-1,..��,1-,,�,1",�I�,,�._..I,.,�.L I-_,,'i,.`��-.,.7.���LL�..--..I.I iI.-I:��e I i I I',,,I I I,L;.'..-.I:1L.,.'�,""�,�---�,1�.,-'�i-"...�,.,'!i1%II-I,:�,17-"1,-II,LI.�1.I-I.'-.,,I.7,-"I�,I-::.�---��II:f1-I�`�.�,-:-p,w--,I-�-1�-.�,-I.-....,,.�1 I,:`�:I 1-4.,1,--.-,'1 I--t-,,;�I:-.��,1�,,1.-1"-,.I7-�:.,:."-I1I.II-,,.:,.i11 1'z-.I..I,�.I..�-I�,��'�-:'I,-..��-,-%,:-��.L�..I.,-I.�,,1�.�.,�.I,--�..1-�-I'I�I",I, ..�I�---11,I-..�t�I.I-II,���I-1�.�w.1.II U1.��-.- .GII,..I,.-:I.�..T-�%/,-��I_�I�I..::I--..-=,.�,"�-I;II 1 A _ _, _ - " _ - .Y ,. - - ,., u_ II .-",--�,.,` 1.: , .. -_:.- - .. .. q.. ,-.. .. .. - - - ..:.. a .:. : , :. a.: 'r • v •v- ... a a. '^I. ..". .-, - •. ':.: - - .,.. , .« b n ...:r,...n- :: .. V , y : - t. S'. , .. )::. .. -,, ,::.. ,... -.. .. - - ,• - - , . .. ,. ," ` • Sx.. a. ... S n 4r-r R- t - _ _ in-e• tr r 1r-r z-6r ' ., td 21. Y-0. ;,' a WILUAM HEZMALHALCH <.- 6,-r , W-r ICE, s'-r r-r r r r-r ,� '.A4RCHtTE CTS INC , -, . ::: -. ;.:, rNaMtwdMetlLOom _. r 6• r-0, r-6. =;: ' AtmROAD � IrtuY� CA 5eaan ,.„ t r-6• .. ..s. .,.. x -, .:.: '.; 925 463 171q fu 925 4G1 1125 - ,., . A B ,• r r ram. _ Y-0• ------- I I',:-��,�iI�-.-.I�I_1�,.-�I.1'�,-1-,�7��_.�:-t1,,,'I-'�;....��:.--"--.�I�-1.4I.I--'.!'�.�,-,"I1I�,�..�-I�,,-I�'�-,�;,--,-,-'MI�-,.,",,�,�-.,.L-I�,I.,.,-�1�,,-,..:N.�-,-,,,-,,,�LLz <. ;` 4 84 I OPA611K OEOI 1 _ ,:.: -. '. s 4YaY' ] ,�' -- II .'... SE SHEET All 11 '_:; _'.': ..;, CO1G I >ti ED Aqp ,. i :I I ., .: I Soso SL. I I - U-��NezmaryrFp I ) 1 L. I © I I .. 1i 66 FX. t - .60 o SL.O. I I v 3 .b t 4040 SL. p TE P. S I ' .Ta * fJO.C 1 * . b. I I 8040 8L. I I 4 ". N 6050 SL. `,II ! Soso xO% Z TEMP OL. r: '17 T y. 4-3 -- - .NiAss i. .LL `}j _a• Y-6• �rnAiwoEL Hnx sINX _ v ..-...,I:I��,L�,�.0 I�D I.��If-P I-I,ItR:11 I..1 .I 1,-*.''�k-O�"I�If--1 IF'I,I-...-.'1�I.I-,,.-*..---IT.,",I:mHa I.,IE NI E'�Io G...0,wL"-:I:..,.aS-..I-,.`�I�--a�.L c.IL,I! �OARSEr m tt ---b NOOK W St4irs CAP.1I W.LC, " ". +� n '' © 9-0 cLo. lu ,xr I-F-�1-`I1 I..,.�.LT7.,�...�.III�I�.II vII"I.T-.II:�.H�1-'�I�Er.I I4I.,.-��-O-,eIU.i.I.\I�j�,,!T�.I*.,�..S�-�I I� �j cA°Rt TLo. © =y! t, ININ a ► 3R KI CH vwrL Y-r GYP. b CARPET -.. I Ns 9•- 'CLO. i t-4' b n :1' M, BATH ea saFFTr ® 1, vIN L h FAMILY p O ,i i 8•-O'CLO. Y Y b b ISINO 0 cLO, COYSISRON D I CARPET g h t OARPET 1 AIR]NTAIE _ '>KS I. M. BDRM. 1. D r-r .. '-r r-r S-4' 4•-6• Y-r 8•-0' CLo. b S,P.80. t .a N 3.4 CARPET 3.4 r-6• SDFTIr Y v GYP.BE) `.1 r r 4itm em ,, 4 .G G 4 s saETTr - -�' �®, r - �"/ t r 2 b y _bU SREAK --- i\ \ F� TDVVfI-YfL b i �PNHAIT ..• � `," �- 4'_0' Y-X' •- I -N LDix- • ------ m t 1° \. I - / N _I 2B,t - ------ n - Y-6' H•t'-r Yam' 10• 5-tr Y-0' t t T- -6' 11' i t o jt i' b__-� - '7F N i 1 a b ,I� HALL c / i ' ' Q + I 1 , �* u LIVING `' EFLOORNABO?YE ! CARPET ' y �SOFFFIIT W -, ._ b I 1 '� �� � t b CARPET aaBEr � � DEN/OPT. �; V. Q 5n2 I /! a b GP. 5 TwE x -t P= �/'�j - DRM, 5 o r' - �- a n J SIDE OF SF _: l✓ 9'0'OL(i o a b I cm aD h ,T�fc I m BDRM, 2 0 _ b - »NIL ) / CARPET g "�J � ,, T Yt �1 ,< i 161 151 sOFFIT 8'-0' CLO. • S s_-it•_ 41T.A3.2 .'., •.( I I .` ' CARPET '.,o _ - G O '' .._ OPT.BOpI.5 7 ' ; 3.4 alb _ :_.Y_I. r-r tY-7 „- T� 3.4 x a _ _... •'6'0 /� I 6 4 t O . h : _____-_ c M711O GP A 26 n ,.!i / ,'T 'r b OU.roL 1TR /T a "W r-r GYP.GO. ---j - % i 9G. i © BACK-DRAFT T AIO© - `- a �O • 1 HALL 24 BATH 2 24 b O :2 e-o CLo. r aai >» , wM 7 PRovIOE naT --------- ---- - 1 1 1 L_L . i CAR T VINYL n NB/ '� To ENTRY N .-,- aD - F== ---_�-I f ins i.L.i -Z .. b I 1 CARPET 91ML '.o H VOL. CLo. ��ff��nn - ((1 7//Bg ,FTC.)M/g1f IOPT.Y6 OPT. ( - J ''!!a Q /� .o b _ TILE :iW" CLOSER SC 7dL4 16'nl6i :� V 1 I Tn © O I ) + , 9C. t 2'-0' EXC.3 1a9�97 U.B.G \ CONG I - Z I I H G a' torn RrbA Pu -sTooPJ ( }� SN It P I• Y-Y r-Ir 7-0" 55 T= / T8 W ------ p ___ _- Q ,-� - / r♦X Jfr HI.CONC, tr'�CO6TSTION --.I,1.-i,.,.-.E---�".,1..-:.-I,'.L�.-,:':I"-d.-:�-"��,.�-,-�:i.�w',I�:�.-�`I-,",",,,",�-�R--,,I���,w.,�.I 1.-- ,-�11O,�;�I-.-..,��,,.:��'.,���",.-1,�L,A,-I-,.:,-,I,'-7.��..,-,"'.--.��,.,tI-I�,,-.-'",%.T ,.1,II,��.�I'�-I��-�,:,-:I�;..,,,I�.,;-I,'.�I.I.I,,.I.,-.:,-7 II-�.;,,-.�1�i,1.I_-.��.,�-.,-I.-...-,-.��---�.,I�.1,:,:-:�-,-..�-I��I:.�-.,'.`-,i.-II�.IL_�--.-"��,����I.��..-,---,-�1:I-,1,'.:I 1�-.,-...,�1�.1.1-,-.I,�,.,1,,i-,-, ..,.Im:-f,S..�I.I-� LI. 1 y,'/,31S'', OX J 6 ti, t^^`''g"i_ '' r-C B•--0 10'-1• TO•BOT. , ,,.--.��I.I��-,".:7�--,w1--L-,,,,-;�,.--�4 1_._.,��--��_,�.,�,.,�-.:I�,:"-.,,-..1.�,-"1����I�:I:-T.�-.r�1�I".I'�-�.,.I'�l-I'�1I1,,,.:-.�-.1F;�.,,,.,-1�,-..,I,.�,,,-1-;-�-.,�I-.�-...II",.� . 6058 B-PASS [) 2 SEE k7RFXL.E1EV.$ .)' :�� ? (,) v; b BDRM. 4 pERIAI , s TOPEIIARK t P♦ s//BB''''TYPE Y CfP.B0.FOR I HIL W CD 8•-0' CLO. , Y RELIET VALVE DISOIARGE LINE CbNSIRUCTION AS PER SECTION i ❑ �; CARPET b U%P.C.SECR011 60�69 BllSTAILED ON N LLS AGND�Il.1H(S * a li Yinr 4O POST ADJACQIT TO LIVING SPACE MO ALL �1EG�� R HI Div�M•7��- �, �u NYS ,� O BDRM, .3 :ij m T Sntcw OVER SEE 51RUCT. 1riaRIZONA"T°AL PORTIaiEaNE# {VRIFr LOG1I0H1) '; J ,;•?� Z 8'-O' CLO. is I b RAT 1X F11RRD1G-TYP. DWGS - CARPET I; - . Ir 7-10" 1'-4 HOUR OCCUPAE%.Y SFPARAROIL _ - tl I OPT, OFFICE GARAGE (VFRiFY"-TION) ' . - i 9'-O' CLO. LL , S-r S-r CARPET *20 WWAAM "UMALHALCH ARCHITECTS, INC. _-_-_-_ ___-_�___-_ + 5040 XOx !r b " OPT.Ol4ll r------------------------- . , SEE SHT.A0.2 I 1EL/C/ViE = I wLLIIAM HEZMAIHALO/ARCHTTECTS.PC EXPAESSLV RESERVES -L r zr Q 0 - I (VfRO1'lIXJ1IIOQ. :. ITS COMMON UW COPYRICM AND D114ER PIiOPER1Y fiMi/TS _ .: w -L1NE OF 2HD 111 THESE PLANS-THESE BANS ARE NOT TO 8E flEPR00UCF11, E _-------- FLOOR ABOVE_____ OOOIT R - `CHNYSED.OR COPEDMN/Y fORM OR MANiER VMATSOEVFR,NM 5050 8L. SIIX7C0 FURRDIC �REIIEt1KIISSI OTOAIHRDPNOVWMOWLSTOSTMNG ... » - . § TIEwLMMNNEMMLHALLCH ARpYIECRTS.AMC.HARM EDSS, T MCHITECTS,HNC.IN THE EVENT OF uNAUT10RRED REUSE OF O LINE OF FLOOR ELON - r X r 9=.GALL OIL 1r:r SECT.CAR.OR. oo NOT SCALE PLANS 1.1J . RE NS mxaD NA Ot Q LONG RAT IX A1NamEB-IV - VISIO (6T DhNER) c ) NO. DATE DESCRIPf1�1 A B Y 5' r-r A - L 9-21 O1 PLAN DEFT.CCRR 10-2 01 CLIENT REVISIONS 3,4 10-5-01 BLDG OPT.CORK- 3,a W-4, 6.-4, 3,4 z'-tr tP-10' . . Y-r r-f r t6'-Y Y-r r 'i - a.Ir�,c - W tNr e' aa'a cry a r' :( 2 °SSU n dJ,2 /L a. rh n� Q 40 r 4NY_0. p ° q Germ,j; 4 nx + ` AN �� d_Gem i b se .. UPPER FLOOR PLAN LOWER FLOOR PL ° - - .a,4x . .- . , � w --. • ' w. FLOOR PLAN NOTES .. . '8QUAi�FOOTAGE TABLE ' _. Ni< INS D PAR MENT APPROVAL I flRARWer: oa : - L ATTICS ACCESS,DRAFTSIOPS AND VENTILATION, PER UA-G SECTION 15M A COBUSTIOI AIR TO WATM HEATIA, PEA U.P.G SECTIdN 507.0. ^; IONit Real 1LIN t176 SQ Ff. 1E\AEr+®eT: - P . 2. BUILDING LEANS OF EMSS FACILITIES ADO ESCAPES 7. 1]IVDNONEENTAL AIR DUCTS PER U.Y.G NCT1O!504. r ... NATURE 11F138f Ate, UPPEIN F1AlXt NNI FT. . PFIt U9.G SEC1Id1 310.1. - :. . .- .. _ . .. a 93TBLDG OEPT.SISIQITAL: ' .. 6 IECtWOGU EOUIPIEIIT tDGTION AO DAMAGE PRO1Fl.T1O/. • '-::. >- ..d f''-, .4. - .'. - TOTAL SC FT. 23]0 FY. - , - FOR CONSffo.J M:. A.ra •. N,L12IW' PER UAr NOTION 24M PEA UALG SECTION DDd -. '' ,r' - -..'.. '• - _ . 3 SAFETT ; . GARASE sNl FT. !a R. .. ;. - :i.-, ,; .- - `' A FACMY-MOLT CHIINEV9 AND FIREPLACES PEA u8G SECTION M023 A WATER HEATER PITOTECTION FROM DNIAE PER DP.G SECTION 5tO,& '' --.,. •+^;-' .,:; .. I -'-mr PD0116Fg3D1JN6. O . 1C . rIfXWE II>DO�Atf w►r vARY o1iE , ro FttAOD ATR NMIT. PEA uyC TTDt 7. ►�1tIDD CF N�ALCilAlfal . S LVIIBUSTION AIR OIAP ` > -.i. . ,, , CD ,. , _ >',.. „ . - - 10 _ - .-' ' [;.I L.f2I,I.-I-,�I.',I�A..I L.I.,I II L-_-.I":I-"-,,I I�`-I I--..I,�I-11-I.'-I I I'�L-`L I-.�%I��'�-1-'II r..:-I-�-L,I. I I I II I,-I II -I - IL1.,,-.-1I..I ,"L ,.,� .-..�.II.---I,--11-�.-,:-,,L.,�...1,..�11-I I I.1�,.,r,-.-,I..L- I�.:,I I._1.....I..'�LLr,,,-I.��,,-,,0�w �L,�.I .II...II I II 1I 1L,-�.-,-.,1.I,1--LL. '. .. ... : � -_. ,.. -tom:;: ,, .. - 5 01 O R PLANS CLANA {SPANS F"� - ` ' SCALE: 1/4 '.'t °'0 FL O . ; „ . _ r _ .: , _ " t.. >, , .. _ ..._ _ :k ...�_,, .. n :. „ . . >&p.. W • _. , �a - .r M °1 , •.. :... - .-. — — ------ -- LOP. TAP_-- WILLIAM HEZMAL T -- - - C. HALCH RARAIAN BIATE ARC CTS I NC` .. ..,T7A7S Vqi /Ol WWIE CA 9IBt46758 24 tD , _ ARD ROAD SURE 3Z RFASNQIIN CA 916B6 W - - TEIP TO P. . .. .. _ _ .... [------ ---- ------- - -J DARCh .. --- ------ -- -.------------- m �5 �TF NaznH --_—__—_--- T.OP. T_.O_P._ _— — _—_— _ --_—_—_—_—_� - FP -r'Lai 3 a 22 * a D1 y,w rF .a_3o 02 OPCAUF P 5 b Mr. TOE]F.Ll OL F.F. F.F_-_--_— DECK AT RIGHT DECK AT REAR DECK AT LEFT ,c, _ NOTE REFER TO BASE PLAN SHEET All FOR ADDITIONAL NOTES AND DFOINATION - lW 1 / - 1HY-e• e•-Y p-0' Ta'-0• NOTE REFER TO ELEVATION SEETS A15, 1'-e' 11•-9• e' ..,r , ''J— {y=✓A3.7 AND A3.9 FOR ENHANCED EXTERIOR v 1 • Y-O• Y-0• ELEVATIONS SWNINI ADOITIOW ARCH. OETADG AT REAR AND STOE ELEVATIONS O D/ RAM-TV. b 4 `\CONC. DECK�ABOVE STOW Soso SL Now s ;�.�..' 'Q ...�Lu ,72 y .. hyP BMFIC ARV. ,I �� / eaeo S.DR. eoso s 1t o \ TE31P.GLASS I ego /e0e6 SLOIt. IETIP.fAA55 W.I.C. " KITCHEN ~ Z TT_ I M. 7BATH M. BDRM. w DINING d NOOK FAMILY Ht -----------------® „ 1—c' Is__r UPPER FLOOR DECK LOWER FLOOR DECK p ;�' o I .- —� V . i EA160 IRDI I TFII$(`Eu :. V{�1 ACl 6ti PANY = �`MENt ppPRO p ALL INS ,UEST$V CD p ?�a1NG pA GC Z NOOK 9= NVILLOIM HIEZMAL ALCH ARCHITECT$. INC. ARCHITECTS, T ••` :IiS COMMON LAw COPYRIGHT AND OTHER PROPERT•RIGHTS O ENTRY UP •O IN-' : ...,.�pl 7flE$E pL SM,„ESEPLANS ARE NOT To BE RE1RE=VEPRODUCED, 9 q 18R dW1GED.OR COPIED W ANY FORM OR NANIFR V"TSOEVFA,NOR - - .ARE THEY TO 9E ASS^"'"TO A BIRO PARTY W"m RRST OBTAINING T FIE ---_- --- b THE WRRTFA PERIESSION AND CONSENT OF 9N1NM fEDIPll4LL0H 3� I — -- FAMILY 7NESE PLANS 8Y A tERD PARTY,THE TE qD PART SHALL HD D ,.,•. �'A a o , c sr cH u+wrECTs, we Diuurss. e•-O• ` .\ _ ..DO NOT SCALE PLANS ,t tAOT swl ye • SUPER Or.BD.-- - >' — FAMILY SOFFIT N REVISIONSQ Y a*P \ CARPET r-a• , , ® ._ ALL? N0 DATE UESCwPIroAI ` i HALL b / \ •me Ta-PASS b to-z-01 amrT REVISIONS W :. OFFICE GARAGE a-e• r-to• w-r /' d / CARPET . i TH' e £ rac v Q BDRM. rl -PCLINE OF 2NO PIN --_ --- PWD ..'- N 2 / { r -0' 010. r� �Q.a�T--°fiePH BAT ( f HOT h b�a _ 40e0 Sl. _ - MMMMAM: U. .. ,- ti OEaum By: 7 10 „. . 18�T�WT.SlB1eTTK: U6•T3C3 .. ...,. ....._.5 J WRCONSTTtlICI1D11: � W -r FOFFICE� ; •AOB NDE6FN: mug SUPER FAMILY BDR ! BATH 3 LDREE 2om,eoao2nlle IN LIE F I _. .. - : o . U 0 3 CAR GARAGE ., . IN IEU F F Y . . _ ,. .E 4 _ IL & BDRM.._ -.. .. . •'� �.:- Y_• •., - LIEU OF DEN R r � WDR. 1 Q _ k OOR PLAN _ 3.2 OPTIONS AN r, _ t - . . w _ I 11 I . -� . 1,� ." .. � ,-, . - - . 't,.11,1�111�.-;- - I - I I I , -,", , I., �&,-�-q,�-, I t I I 1.11- I � - i I I .- -I'll . . . - ..� :1"5� . .I . - . I - - , - - I I I I-.-,�-'." -..._�-,-,:� .,!,���,��4�---,: - - . �'. ., , -x ", ��;t,.�- - I I �- z --- - - . . ,'c--* -��;�'�_��.�;, .:� - I . , - --,- �- .,�, ... , , , � .1 �,'�-l- �,-44 . - -- -- ,, ? , .. � Q; ,. -, ,.. . , ...- � . - .- . - - - �', ,1;.--i�----� ,, , . �� � .� , .., --- 7 7,-:.�-- ,�- , . I I � � � - . I-d;r� .� . - � -�.�--",. -- . ���� 4, . 1.,�,,�.'��i --�.- �,�,'- - , :,"': -,:,., -�.:::� ... - . - , I.. I -, -- -, " - , !- I .- - , - , - - � . - - ;e�.' �.-;� . - �1;-:�,I - -�:, ,--,n,� , . 1.- -m. I - - - -k - 4;�.M, -����---,L'�5-,--, . .� .f . -- �, -.A,, , -�ill �. .'. :� , I '�'- -, .,. �;,�. tyw, -.�,, - . , �--,� - --; -.. - -- � - , , -- , ��-��...... ,'4 --,�- ,.� ,-- �4,,,,-_ --'-�I:z - - -4, ...... , ----, - , -,; -*-- . , I, - - . z. -� -. -.. I_4 -,,�"- ��, , , . , - . ,� . " ,�, ��-,-,,,,,��,-_,�,:--�,--�-,'4 , 10 I 1---.���, -, , , z , . , 1� , . :, -�-.: ,�- - .A �4 , -- .�, � ; . I - � I .. , .1 -1, . - � � .. : -- ,,- - , .,,; . I I I .�.. -.'.71 `�f - Vie,_ I , . `--'�- 1: . .� � � . -1 -,- . t7;�-, -_�-�-r . . I� . 1. �- I - - ., :`.' .. " - ,. . ,. . I � I I -I I --,--: .. I,I Z:., � - � . .� . , � , .�- - ,�, , .-. -- Z': .. - 11-�-1 ,�-ll 14 1..-.� �,�:.,, .'. - - ,:": � . � � I -1 - ,�,- - , - ��.�.�� -4� I -- , � , : . . � "'�,,.�,,� � -. . J! � ,-, ��-- -- - . . � - .. - - - - *�, . I I , I.1 :. . !� -- .. , - - I I � - � ,, -1 .1 - - ".. , - -- -A- ,� . - . -- �, . .. �-,�� I.I I I I � , �. ", 7 1,; I -,� � m I � ."�z I� . ,� �f- .p.�� ��-, ....z�x,- - �� ;. - - . � , , - - , - .'t , I � I . . - - - . �, . - �:- , --� � - . . :--, I -I . .. - - , I , I � � , I . .. ,; -;: . , . e, I� ,I..:..,,"..- - I 11%4,,�I, - -`- ,, - -"' :: ,. - "" . .. I I I I , I . I .� . ,-% .. I 1 slm� , 0 u - � , i I I .,I - , �� - . . �,. , I -� , ----- �- I � I ,I I � . �, -.. . . I I ::- ". , . . . I I ,I . , : .1: . - 7� . - _-% � � ; , . . . , �!!4 , , --- - - - , . .: - 4 , � I .. �. ��,, ,,. - - - �. - . ,. . , . ;, . - v- - - - .. ,. .-�, : -.. ,","- I - . - -�: - - - , - �- - . - -��, . � .","x., , , 7, , - �� 4r,--�',�-:- . ,: ;- �y- : ,, '. . . � e � 1 -3, -�l-f., �. . ., - , �- I -,,;--1 . , -.- . . �. I� - - , .-,�� 7 7,1:7 ....... , - � �-, - -- I , . ," , - - , �t� �.. :' .I. 's- � %, ;,- �--,�- ... � - .I m ����-�� , , . � � � , - -- . - --,, ,�_.. .. I, I I I . - � : ,.- �. -t-,.�. - lt'�-, , -, , .� -, .. :, I .1 I -� , ". - - : .1 .1 I I '�, - -� '.,- . -� - , - . -�, . I .. - q il-.-i-..�, ; -�,,-- � . , � :� � "' I - i .- ,- " . I --, . - "' ,- -:.-� . � , z.1- 1. �:, ... . .�,� -�l-�-��,""!�� I I , . �l� : �, , . , �� !� I .1-- �,t,� ... I - . - �- .-I. . . . - ,-I % : 1�, . ,, I 1 -w' �, � � . - I 11 I� I I- - � � � - , ..!-�!- .,.� --- � . - . I I I �.,�- - --, 1� !, I � . I - �. - - . . . , ., .,-,.� , - - --- -�- : - � , . . , � , ,-- - . .- . . I .,; . ." . , .I . , . . .. . I., .1- ,, - .,,�,; �, � .. . . : . ,, . � -� , . . I . I I . . I I .. . : -`��� - .'. ,. -� .- . .I.. I. - . . I -- I . , ,,-� . - . I �. .1. - .. Fl I- � ; � ; �" . - ;., . -. , . --, I - . ,�-. �I � 7 I I �,�: ,, . I ,� -1 ��,'�. i , I . . .1 -� . �I , k� 1, .� - � ; . I I I � - , - - - -.* ,7, I � I I . � . I .I .. 11 �1--� ,. . .'I .. . . � - . � . ., -. ,,'-- -� -,.-s� - :, ��� - �. - I .I .1 -� . � �1� �l . . ,l - - . "I I ; , ,.,- ..,�, - ,- . IT. - .- �-� - , � I � � - . I -- . �,,,I,-,`�;' .. -�- 1,- - � �T - : - ,� - . - � . . . -... �. -.- i. I..'. � --� -1 - , . . . . .: 1, - , . .d,.,- w . i.."�":,-,-�;, �,,-- <,-;k-; II - ,- � -i , -- . �� . � �� �� "---, . ��- �. � i�� ,. I . . � I . . � I ,I- - .. � , I . .. -1.1 t. -- I I .1 I . - . � � - -. . . - . � ' : 4- I . . - -:T 11 - , of -, , - ,, I - . -- , -- - -� , , �-� , . -���. 11I ., � . - ,. - . ..,I-�:. ,� � I. � I . , . I . . �I . . . . -. . 4-.-�- - " ;: . :v .-f - .- I � , . . . I. . ,. I .1 � , �l . - - � -.:- ,-:... - ... � I - . . . � 1. . . .. . . �� ., - .� . I I . .. I �-I .11� ..I I. -,� ... - - . -, -, . I � :� .1 . t:-. - -, �-.- - I �-�, - �----- -- " , I ., . ... I.. I � ,:... � :, . �- - 7 VVILLIAm HEZMALHALCH . � - .- �.� - �. . .... , I .-�.;�- I" - , - . I � - I I : . � . . I I � - . .. , , . , ,1. - - -1 - , . . . . �. �- .�- . - I- . . - I . � � - I- . , ll� . - - - . I. �. .- ��. � �-. I I - .1 - . . �- � - . .����,'-�, �I , , . I �% , I � . ,. -, . -�: , � --1� I . . - . . - .. I . 1. , . ," ' A R C H I T E C T S I N C. .1 - I . � I I . . I I . 1�� . I . - , I : . z . 1. . . . �,� � , - - I `��. I . -1 ; ., � ,. - -.- .1 .. . . : 1. - i I I . - . � '--y'. - -,-, , r� � I I - . ... - ,-�� I 4 � . �. -" �l �.K��- � --, % .- . ;".. -� .. - ., -:" - . I � .1. I . I I, . - ..- ,. - ,�- , ��: �I 1 4 -, I - 17975 VON K~ SLUE 404 RVINE CA GA14V% .I . I �111� I I � .. � . . � I. . . � -:-.- .w.,�.� � -�� .---� � .:,:- , . .. p I., 11, .,, ,. � � � 11.1 . I , I - 11 I : I; '.� �� : . I ... . . . .- .. . . I I- I I - I %,- . , �:,,��.� - , . .- �. I I I I . . I I 1� I I I . . . . . �. -, I . . .IQ , :. : I I. : .:: - � - . .. . ,� : � -ol� . -. , 90 250 0607 �,w!I�=n tax 949 250 i529 I I , I I ; I - . I I . - . I � I -.� , . . .1 .:�i .I . - . � . � - I I . . - I -." , - :,.� I - - - �' ��3875 HOPYAM ROM SUITE 325 MkWMN CA 9458&W I. - .. I , I - . I I� �. I . I . ..I . . I . --. .... - I � . . .I In - � I - . . - " :.: --- I -`� �� --- - , - I I- . I 11 .I -I � . I - I �. -'- -q�11 I - -;, , . - , -:.',-� . I I : .- � . .. - - . - z lq�:t:. . - I � I I - �� � . I - -,.,- , -� � - :. - - , . .. I . . - ., . : . . I 1� I � � . . . �, � ': - . I � - . . � ., .. . . .. I I . , -1 ., . � ---- -- ; - . " I� , �. ... . 11. I . . - . . �'_, . I- . -,:, - I.,� I . .. - .I - I I I . - - ..- 1. � . I I . '. I - -- . I � . � . � �- �o, i i - . . 1. ..., -.. � I � . . . � - -, I I 1I.- � � � - . . !. . I ;�,--N . ... , . � I � 1 1 i � - -. . 1. .1, . .- , :,� �- :1 I � I " ! - , : I I I I +b4r ,, - �.�l : I f ''t, . " . I I . 1! I: . , . . It . W, � i I I .� I � I I � * , t, ,I. ,_DAR . . L I . � mo '.1 .. .1 I ,-. I -I . - -1- � - . . � I I I " - I I � :_ ,�� .. . I � ..� # ezra, I - ,, . .I -- I VP i I � , �. I +.1 I I � . . .. 1<11 � ** I - I I � : I I i: I I ,, I ri O/ , . I - I . . I I I GFI . . . � � I I I 0 ,-4 � . I . � . . I .... - i 1, ��+7r 1! . I i .. .�. I .. I . L-H ` ---- "- - � - . . I.p -. . - I I T &II - . W.Ic. A 0K X . c --- If.I 2 LI�Q " - PEOWT KI CHE ' ' , -M. B TH z � [ - FAMILY/ . m im I: - , - \ � /,/M. BDRM. -I1 - 11 - .oa , LL -, - -- - 1� " / I � - / a - ------- - - ---I-- � / j, , 0DICA -< UA7E IN AnC LIVING - WNGLE F = . I I FOR FAL �j \ DlSCON ECT .W � }-1. r ,--- i i l I I - -- I I FDM HOOK TMMESTRACRA o (4 0� /, ---�-- DEN/OPT. C �Qt- / i; BDRM. 2 ---- )BDRM. 5 I I . - -I- 1 9 ,-- - -- - C - "1 lNI:I I <er C I I H L BATH 2 ,=m / - ` ENTRY - F, " . . 4r == - i,i " I t �- \OPT;� - I / ,< < wml i _ ,\3NC64 = �T�, ) m I .r o LLj Q E- �--= - I- W / © 0D a \I" T /, I m < : ( 1' BDRM. 4 " , i 0 � u ,P.. UU I 6- - DWOOR CPU" M W THIS N'BDRM. 3\ 19 1, 6 - 6 1 )�IPA NY C- D II % , Til a fLTQN) ALL INS? I ,jL_�Z,- mm OPT. OFFICE GARAGE _;p_T.) . . , - -, OW WLUAM HEDMLHALCH ARCHrEcTsl w,,�1�- C, �. . 1s,I -I, , ;-CT - . I I I � VKIM HEZMA"WZH ACHTECTS.NC.E)GFLESSLY RESERVES . I Adym-) �- - US COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS = •' - '',N THESE PLANS-THESE PLS ARE NOT TO BE REFRODUCED, LI a rGED,ORCDMNANYDRMOR MANNER WHATSOEVER, :- � ._.-- '.- ,I '-L-. � .---� .I , , - -I -"-�1-I.- , -,-I"- .�..1I.� � -_THEY TO BE ASSIGNED TO A THIRD PARTY WNW FIRST OBTANNG 6t ,THEVdr"PERANSSON AM COr"OF WkUM HEZMALALCK . !, ,ARCHITECTS.INC.N THE EVEN O UNALTlfQRED REUSE OF , Sa" HSEKAKS BY AnHD PA ,THEHIR PARTY SHALL HOD, IC.. 06ILIAM HEBAAIMLCH ARCHTECTSIN.HAFVAEM. T- , . � I , Do NOT SCALE PLANS L:j REVISIONS W . - No. DATE DESCRIPTION im . 9-21-01 PLAN DEPT.COW �--10-2-01 CLIENT REVISIONS 10-5-ol BM DOT.CORR. , UPPER FLOOR PLAN LOWER FLOOR PLAN . . aDp"*o-"4.�l - . 4�" 16 , .. � "4' 41"7 F ,;";�$"44 '�",�".'� �"4 ELECTRICAL NOTE& k*CKAWAL NO pu, .. ,° �vA6 DWFF 1. GROUND-FAULT CTIM IT-INTERRUTER PROTECTION FOR PERSONA. . FX RATDQS FOR OCCPANCY EPARATIMM PM U.B.C.UAC.SCnM=L 1. WATER EA113 PFCREE FRM DME PO Ut 9M SMa A ASTALATIN F US P"a PM U..SCTTO 1211.0 - ��'4r6'9 ,,L*. , &, Oe,,-f .1 P R KECARTICLE 210-8. . , Z EWV"NT INSTALLATION. PER UXC,SEMON 301 ,,;rat- , I MEIABRANE PDX PER U.B.0 SECTON 709.7. I POTABLE WATER OUTLETS WITH NOSE ATEACIVINTS PER LIM 9=M BUM. & PrNZKCOF SYS791S AM EXPOSD STRUCRAM STEEL . . - �Z i '- " 6 x 1 LGHT AND VENTDATON IN MW R OCCUPANCES PER U.&C SC710N 1201 S' PE AS� AND PROVCUM OF Sm011C SEIM AIW250M II ,� - t _�,4W=MAKM; ( L . & ELECTRICAL QRANCH-�,FEM AN SOME CAMLA11ONS PR _MoN 7,&a - . I . PM N.Ec ARTICLE= 4. D)IMENT ACCOS AND SERVICE DACE PER U.M.0 *rnK 307. l( APPLIANCE FASINCL PER LP-SELMOd W7.Q "�7 -,L-= � I L 4 G MWI ELEC7 SYSTEM PER NEC ARTICLES 250-81 AM 250 4, DODECT WASTE PPBdQ PER JAC WUM DUO - ,;�. K %- DEM ON I !1- IHoallo CO TMCMORMVALVM . . - �, "�Z.4it �A-%"By: ol . S. F DMAES IN CLOTES CDM PER XEC R7CLE 41" I & BOVECT WASTE REM?l PER".-XCTM MLO alLP.1 U - - . - - .. L WATER ZZ!E,PR 72PRESS.ft alff W%ES M VACIM - , I,- -I - N'i; - . lau v ,WA% , I - --.- . . . �" -tzist mm NK.low"A: wiw W'& DWLUW.LNIT WCEPTA=WAFTS. PER NEC ARTICLE 210-52 . . . : . . .I I. :- �.-. - 6,-� �-PL.�,,- J . , * ' . . , . � - 7. winow am aujam Pu upc scrm 7" , . - ��. ;�,,SRCMffM , I LuI. L .. ,.,., '11 .�. 1I ,1 .-. - ..11 ; �1 ' I 1 - I� .L� 1 , ,- �I I 1.4I II-,IIL , l 1,. , .. : I I ,. ' ' � I. H L,E,,..AT,D�,.;i,r.I AM11 -.;CIlI.M II TI-L_I--C.-d-I-NL G.-.A�D4--.R E-F.�ICG..E.RI'A�TIM N..E M M'.W IB-�T O,u n - �, . t--UL -` ., ': . - I. - PM ILEA AT=210-61 - - ; -: " ... r7 .�: � � _ " . � z . �M� . 7 :- - -. ., �� W� MM�v:� "I TT L oo. L_ 2 p I "1 _. , . . . . : WRBNQJR M3" .- - , - :I- : ..-.; - 4, ._ . -- .�-�' '� � � 2wianftSM Q==WSY=n FUUj,-SEC - _ , .� ,�,z -I -- � , - �-�- _ , = . ., �',,1�: �I l r ' ,tea w �� - ,,- , _ �: _ - ._,_, j . - HE O A SEPAR, L BAIS RECEPTACES SHAL TEcmw ,-, �,� - f I �� ;'� : -� -.l " 7 A00UMA YOCM7 � - 7 �. , M SHEET: -OR IEISBE N INE . I - ". . - ��; -GA , %� - � � �� II --- 1 I. .L �A. �. 5 01 A3.3 ,_;=-e ��- e -� f--,_ �-I -, , ELECTRICAL I UTILITY PLANS . PLAN � A " .. " k" � t :L � .- � 44� . ;" -- �- . � . M _�, ;! � � ,_ - §- �%_ "; 11 -, - A c 0 w Cm R t W . 'WILUAM HEZMALHALCH. -—-—-—-—-—-—- Amvomw - ARC H ITECTS 9lI1m404 RvwErA gausm I9D01107 www%twd*xtLm fax94925Oi53 HOPYARD RM SUITE 325 PILEA!Ik"CA 945884527 OPEN TO a"TO 463 1700 bxG2546317B HALL .............. .DAR II Il 11111 it if II:; Rtu F�F. L W.PEKE15 W4 %U �T —-—-—- - --—-—-—-—-—-—-— PTO—-—-—-—-—-—-—-—-—-—-— OPEN TO HALL K170a is 1. D 4- 34 DINING LIVINGNTRY Li0/��PLIM TREADS 0/3--=2 STRINGERS F.F A > MI5 V W CD TRUSSES BY 07H C)ERS C) T.O.P. R F?R QQ —-—-—- T�O? _j 4 TREADS AT IT EA, —-—-— LL OPEN m Nt BORN. cl) M. BATH ALL BQRM 3 3/8" T-0' unr IM f1mul P STAIR SECTION SCALE �LUILLULI ILU L16_ F.F. F.F. Lu cjI IV TYPE Y GYP.ED.FOR I HFL CENST. Ld AN PER UILC 302-4 EXC.3,SHAUL BE INSTALLED ON WALLS AND CEILINGS ADJACENT LA_ Z TO LIVING SPACE AND ALL WALLS AND POSTS 12 SUPPORTING TW HORIZ-ONTAL PCRTICN CF THE OW HOUR OCCUPANCY SEPERATION.PROVIDE 2 C3 5 b. PwE idop LINGS TRUSSES BY OTHERS LAYERS AT GET V*NX TRUSSES OCCUR NOOK HALL BAT FOR APPRM TOM PROTECTION. GARAGE PERM LLJ A AML U) C�l 1.p—P. THIS hi .V SLOPE 2' )MBER;C AtU, CD CTION --—-—-—-—-—- - B T.O.P. El 1. VVH_LM HED"J-HAL-CH ARG+RTECTS. INC. US COMMON LAW COPYRIGHT ANO 0 WALK-IN M. BQRM.. WRI-AM HOMMYALCH ARCHFTICTS.WC.DWRESSLY RESERVES ------ MEN PROPERTY RIGHTS =.PLANS THESE PLANS ARE NOT TO BE REPRODUCED, Lc) 001 CORED IN ANY FORM OR MANNER WHATSOEVER,NOR THFY10 BE ASSiGNED TO A DIRD PARTY WRHOLff W OBTAUM SHE WAMEMPERMIr"ANDCONSENTOF WLUAM NENALKALCH MCH(TECIS INC.IN THE EVENT OF UkAUTHORM REUSE OF C) T.O.P. THESE PLANS BY A THIRD PARTY,THE THRO PARTY SHALL HOW VAUAAM HENALRALCH ARCHITECTS, W_HARML.ES& 12 TRUSSES BY OTHERS DO NOT SCALE L PLANS 5F REVISIONS No. DATE DESCRIPTION DINI jQ KIT HEN No K Fj MILY J 7 10-2-01 CLIENT�(WS UJ cn T.O.R__ F.F. HALL BQRM. 2 DTiO Q 77-, Lu PF"CT MMAGIR: D.R. SECTION NO aLapm Ws" Gypsw STAR NO -ER TO W"MCATICIN SECTION OMO FOR ADDITIONAL INFORNA710N.) (REFU TO SPECIFICATION ON W45 FOR ADDITIONAL INFORbLATION.) 4 --,L THESE BUILDING SECTIONS KAY VARY AT ALTERNATE (RD ON SECTI 1. STAIR CONSTRUCTION. PER U.S.C.OtAPIER 10 NO PWDR./ :�; ti)RAWW BY: DA ELEVATION STYLES AND AT'PLAN OPTION'CONDITIONS. 1. INTERIOR WALL ASSEMBI TES 1/2'THILCK GYP.ED. U_1Lr TABLE 16-A AND I" PT. 14 1. D(TERIOR WALL ASSENELIM REFER TO T-24 REPORT 0 rDEN/OPT OEM TO FLOOR PLAN ADDENDA DRAWINGS FOR Z INTERIOR CEII.IXG ASSUOLIM g THICK GYP.SM I INDIVIDUAL STAIR TREADS PER UJU1 TABLE 16-A. BATH SERV. BQRM. 5 ADDITIONAL INFORMATION NOT 9HCRK 515'THICK GYP.. alt 2. INTERIOR CEDING ASSEMBLIES REFER TO T-24 REPORT HIGH DENSITY GW.BD.AT CEDING I BALCONY RAILINGS AM QUARDRA" PER UAC.TAME*-SL THESE BUDDING SECTIONS ARE PROVIDED TO ILLUSTRATE MTN AT=SPACE ABO%E ASSBOM WHERE THE FRAMING 4. STAIRWAYS. PER U.B.C.SECTION 1003-AA 7 THE AROtMC7URAL RELATIONSHIPS BETWEEN STRUCTURAL WO FOR CONMrMN: wj 7ICNS, NE1AXRS ARE SPACED GREATER & QLARDRAIM PER UAC.3MIM WIL EIIIIENTS.INTERIOR VOLUIAE CONFIGURATIONS,AND BUILDING I VAULTED CEDING ASSnELM NOT I= THAN tir CLC. PROFnM R07M TO THE STRUCTURAL DRAWINGS AND & IM SLOOKINQ PER U&C.X=01M 7OL1 AND 701LZ j%MAW: =ISO -24 REPORT 3. INTERIOR OCCUPANCY TRUSS MANUFACTURERS DRAW4GS AND CALCULATIONS 4. FUDOR/CMING ASSEN&M RUM TO T 'r DIP.ISM 7 FOR ALL FROAM AND TRUSS V#'0WTICK OVER GARAGE SEPARATION WALL.ASSE101ES: Aff THICK TYPE 7. DEW PLANS AM SECTIONS ARE DRAWN AS A DESIGN MOL MFURAM: Wt8DM* 1= A T L HALL L co 4. INTERIOR HCRIL OCCUPANCY M ASSIST IHE SUB-CONTRACTOR IN THE PREPARATION OF IHM SHOP DRAWINM DEW 94M DRAWINGS ARE TO BE 5. INTERIOR OCCUPANCY REFER M T-24 REPORT SEPARATION WALL ASSE]^1ES: REFER TO SECTION CRAWENGS. APPRO%U BY THE ON"AM LOCAL.BUILDING QFF=AL SEPARATION WALL ASSIDOM .DATE: A SUB-CONTRACTOR TO FI13LD%9UY ALL CONOMONS PRIOR _6 TO THE FAMMTM OF STAMM HAAIDRAILS M MMORM • 7, 10-5-01 A3.4 SECTIONS PLAN 3 �WALZ; V40 4_ q OCT 5 1 • y F. ,.. . ... . m At r--=7----- CQMIER FU514NBLGY WILUAM HEZMALHALCH SPARK r'--__---Li--- --- -------- �. -, WAARREST4i S T.O.P. -- ---------- _j:0 -ARC H ITECTS I N C. — - ----- 175110M ar _ - - 8425001107 WmAtadil�mm fu W9 2W I5n 15 ------' _ _ I 2Z 461 1700 FAO SLNTE 325 PLEASAHIIn G�915B317B I I -I + n5 T L------J t rn,rn�rT),IT�TnrTlr� _ AR I I i II iI I,I,n ii iI I.I.ii i11 5ED Chj 2 WO SLOPE s 12 S�72 D7 ROCF AREA'A' u � F.F.— + T_O.P. _—____—_ _—_—_—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_— ,,.+ _—_—_ TA.P. Np.0 j29�D 1 - 21 24'N HALF ROUND G.I.oOIErR AMC 02 DOOR ; a 6 I t VENT(tx salN.wlr AREA)-TYP. AT GARAGE SLOW i'( , 1 LINE IX WALL DEL 22 b - i i •I SHNOWI DASHED � - 14WVENTS NT TOP AND BOTTOM i L__J;j vDN1s AT TOP AND sorrow . D2 >o N CONC.ROff TIRE-TYP. U. L D1 I r.O.cuRB II 11 I \i - ------- F.F. LV (/) _ J I / t - ... - UTILITY COIWANIES ATLOCATIONS WITH TOOPT.DOOR UNIT LOCATION RIGHT } © jAPPR 1 r .' .: .. RODE AREA'B' OW - s I D1 \SE® 12 t Y s SLOPE-Y12 —ls AS REVISED W .y Z 3 CITY OF LAKE ELSINORE Ot BUILDING DEPT. r , x. ---------- --- ------ T.O.P. T.O.P. A0�N.AM L£Lfl0 ROOF PLAN NOTES ATTIC VENT REQUIREMENTS ^� ROOF AREA 'A' ROOF AREA ' -�'�- DUQ= S -12 Y6F,/W MMIN 1. SEE GENERAL NOTES FOR ROOF NOTES O ATTIC AREA: 1584 SO.R. IZS SGFT. 2. SPARK ARRESTORS SHALL BE INSTALLED AS PROVIDED: USE 1/300-HIGH k LOW (USE I/30D-HIGH t LOW OPTIONAL )EOC b -W Q Cn W PER MANUFACTURERS SPECIFICATIONS. ( i SOS REQUIRED AT UPPER 50%REQUIRED AT UPPER 12 VA 9.OVER"Alo : 12• AT SAVE CONDITIONS• 1/J OF ROOF AREA) t/3 OF ROOF AREA) � Dt . Kt -, INDT A E5 DOWNSPOUT IF REQUIRED). (U1E55 A. On"WISE) CABLE VMS) 17G SQIN. SO.I1. -mmnrmrirrt�rn� ----------------J Q D1GTL5 ROOF GU (IF REQI ). AT RAKE CONDITICNS PROVIDED (2 GABLE VENTS ?,2 ". INDICATES LINE OF OVERHANG "(9FIE53"NO1ED OTNFRWUSE) () ( GABLE VENT(5) I,II II I,II i_---, I : = 1 I TES LINE N i SIRUCIUIE AT 168 SG IN. AT SQ,IN.) I '1Lu L , ,, 5 1L •>; 4 PROVIDE ATTIC t SOFFIT VENTILATION AS PER DORMER VONT(S). SO.IN. 79 SO.DI. F.F. I J k JLILLL�LLJL, S10000 OVER 5 N—_—FF. uj 6L SECTION ISOS..r OF THE UNIFORM BUILDING CODE. PROVIDED:(HIGH) 1 DORMER VFQlTIN (I CLOAKED VOM) ----- _- I ILL] Ix4 FOAM TRIM Q — _ _ - --_—_---- - - z 135 SG IN) AT 79 50.IN.) 7.O.P__— I I I r----_-� —_—_ _—_—_—_—_---- AT Q V Q TIIF -- UPPER PROVIDED: 471 SO.IN. 79 SQ.IN. li —fl UPPER REQUIRED: 780 SO.IN. 30 SO.IN. 1�I I I �-- PROVAL EAVE VETNT(5). aQ.IN. so.I+. „ I I b s _ p 4tEN1 G EPA ;IrlEirt APll l� wW ' wS o PROVIDED:(LOW) 18 EAV£VFNT(S) s EAVE T£NT(S) I I i I DATE O AT 12 SO,IN. AT 12 54 IEL _ SIGNATURE IQ a ALTERNATE VENT(S). SO.IN. SOJN. I - 1 F PROVIDED(LORD 2 ALT.VENT(S) T. VENI(s) y, I• {�+ - AT 135 SQ.IN.) T SG IN.) I I I i to h 7a I ` (� M V n. LONER PROVIDED: 486 SO.IN. 80 SO.IN. O LOWER REQUIRED: 380 SQ IN. 30 SO.IN. �; c / uJ C 7. UJI ` TOTAL PROVIDED: e57 SO.M 139 SO.IN. F.F. �. ri Y V O C TOTAL REQUIRED: 780 SO.IN. 60 SO.IN. _—_—AL —_ —_—_ pp .Y C THtS 14UMBER A. F, ROOF.. PLAN SCALE: 1/8' = 1F-Ow D3 ® FT 20 FIREPLACE CHIMNEY ALL tNSPC Tiv T:AL i•. - © Dl W�11ETAL CAP.G.I.SADDLE. } - O-0' CfA1NTER FLASHING A APPROVED - ___ /1 G ( S0.UV AMCAREA ) ____ _ $PARK ARRESTOR-TYP. ARCHITECTS PROPERTY ii�(2 14'%24'GL METAL LOUVER A V41T OP110i VYILLUIM HFAIALFfALCX MCW INC.1 O Q W BU SCREEN 158 EA. ITS LIAMCON HEZMALHALCH .INC.R P E E. PROVIDE ENHANCID WINDOW TREATMENT ON ALL SECOND 8'DIA PREFAB. }, STUCCO OVER ITS COMMON LAW COPYRIGHTINFOANO OTHER O iv FOAM PIPE WiIOQfERS N Q 2x8 M000 TRIM-PP. ARE THEY TO BE A55Y,Nm 70AnwmmARTYT TwrtHWr Rtwsr 087uwx0 CHANGED,OR CORED E ANY THIRD OR MANNERwHAT50EOBTA NOR M r--- STORY WINDOWS AND OPENINGS OF ALL RESIDENCES FACING W SMOOTH FDIISH-IMP. THE WRITTEN PEAKUMION AND CONSENT OF NilLUL 1H211ALIIAlp1 1 1 o PUBLIC RIGHT-OF-WAYS (DETAILING TO BE SIMILAR IN STYLE - ARCHITECTS,INC.IN THE EVENT OF UNAUTHORIZED REUSE OF � 12 I TO THE FRONT ELEVATION)111E WINDOWS INDICATED BY A THESE PLAINS BY A THIRD 8 12 WILL WA HEDAALHALCNARTY THE THIRD AACHITECTS.PARTY SMALL HOLD INC.HAMKESS. T ' L-----J TREATMENT -2 DASHED LINE ARE TO RECEIVE THIS WINDOW WnONAL 8068 I 1 NHEN THEY FACE THE PUBLIC RIGHT-OF-WAYS. 11 D4 122 5 5 ,NOT SCALE PLANS ` s1D /V / W/4Dw�Qwa Q (t\/1\ p s b s ' T.O.P._�_: _ _— _ •IIPTIONAI(EIX _—_—_— 7_O.P. _—_—_—_—_—_—_—_—_—_ _ ___—___ _---_- Q DO r- ------- -------- _ : ,No. REV) ODESCRIPTION G 1 r-l f-1 2X8 WOOD FASCIA t2 STUCCO 0/ s21 1 + + I II AND BARGE 80.-TYP. 51 — SNAPEO 1%6 S1UCW 0/ I - -Ol PLAN DEPT. C016t. �•�•. I _I_ I I L_J HN L_J 12 FOAM TRIM IN FOAM TRDI-IMP. 10-2-01 CLIENT REVISIONS - W --- I - - I 2. , OPTION&DECK- I T I r r -I STUCCO-TVP. D2 (n • FOPL N t' �I I 1; %5'-NY .. 10-5-01 BLDG.DEPT.CORR. to = ------- >e W400EDD SIKITTER Sw=-rn. 10-26-01 PLAN'G DEPT.CORK. 1 III.• F- ____ ___�_____-_-_-_o__a -_- -� G.MALL _-___- ___-_ STUC1p0 .• - Trmr ,rTnr Trn rn,rr+ __ 1%A FOAM/TRIM it J L J T.OF. D1 :1b I II II��I a ------------------------- III r----------- --- .. II Ik' II i {;IL'III'"LIU„III"EIj 6 12 19 ------ ----------- Q T. FLASHING m 4 • . FF. uu.IL LUJLDy NUALwLu.ul4u�LUT - ____--_-___ 3 ___________ _ F.F. _"PF. cr -----------------7 - ------- — -- 2 ---- --- - ----------------- 3 ------- r. r T.�P- - - �•-' 1 T.O.P. ------- ----- ------_------ ------------- ---- --------- ----- _- p 1a W STUCCO-TYP. Q —STUCCO 0/ :„l1J 14 I ¢ - .<PROTECT MANAGFA:. ae �D2 ; t D2 s, w STUCCO o IXt FOAM18 ®0®� ®®a® a 4' itTs FO/ul 1Ro1 `'..!)ESYJI[A: aW. `� l D3 D23 � WOTUR l�W1N�DOW�STUY ilP. pl 23 �ORALWN BY: 5' b tEUP TOW I .b * D3 P ®El®� o®o cl ED ED�® - )IEYIPWED BY: GL G. t • I I f) 5i 81DG.OEPI.SlIB1DTTAL: 0&T301 ,B , ,7 ®o®� �®�a®ED� 21 LMM i GDNBTiND%YE: W I - IXi11CC0 OVER T T qA F.F. i D2 , - D2 F.F F1IRRING T1P. F.F. i+ ^ _TA-CURB XIBWMIBER WIN ':�I 03 _ --- --- ------- - - ------- ,.....- .,CAD FUNAME: D3CONIC.SMOP REAR �; D2 D FRONT DATE: sNEET' o0 �-- . _ 1/4 a o-so-01 A3.5 0 EXTERIOR ELEVATIONS PLAN 3A (SPANISH) SCALEN 1 _ . : v , .. .. .. a '_ a. _ .. .'.' ::. !. ... '.. _ ... a .. .. ,. .. .. • _. ._✓. -. >j a' -r: A r • , - Y� B• p y-a• +��� <: "- CH % y M HE C ALHALN C. < 176I ----------------- -------------- S 'r----------------�i - ® a 1! • HOPTARD ROAD SURE 375 PIFASAKfpEG 1N5B61S'tT '. 483 700 fu 9ti 193 - 11 6050 SL. 1 1 - �yt;D AR5026 Cy�T 4040 BL. I I © I I 4� _ L� ABOVE x Soso BL.DR. 1 1 - - vrl,\O�Nezma�y�s00� _ TEMP 01.. I I 5040 8L. O I� TEMP.6LAS8 I I SOso SL. �.,,j { SOSO xOx g „ a o<n NOOK FCA1\FD W.I•C• N N I DINING KI CH w M. BATH 11 VNI 0 FAMILY I. M. BDRM. m O s pjf ..ti O O _ a D L o - w a 1 T HALL 1 -uj �i Wi d LIVING ',� Q of of --7 ter_ e z s.,z I I / i BDRMO 6 Q 1 I 9 I e< �-11 Ii BDRM. N b - j j r n Q I C.1) k� I n I ��� Q LCu �J O I 1 HALL BATH 2 O _ ENTRY © - u_- �__ --� � z I I ` sroPJ V (� � o p w _O 110J - b � Z Q PLvsNw / ' cn Z V BDRM. 4 b ❑ T ❑ A 0 ® AS-REVISED CITY OF LAKE ELSU�OR W V BDRM. 3 I' BUILDINGDEP Y =c=� O i' w �•�-TYP. STUCCO SOFFIT x sEE E%T.aces, 4• r-,o• ,-. OPT. OFFICE GARAGE Qo 8040 xOX D r —————— — ?- gRuwEHEDAALIYLLCII ARCHI,ECTS,x,c DD'RESSL RESERVES �— --------- N ' I � tr LIIE tF ZIID ROdt ABOVE I : _IpT�TI�N,A THE�PIGHT ARE NOT TO BE REPRODUCED. ti.,+ -------------------J :'�WR,®.P AM OTHER M L CORED SE ANY PLANSAR NDTTA WIUTSOEVER,NOR }, 5050 8L. _SNX VENEER-M - NIE DEY M BE ASSKKD TO ATHRO Pum MRroA WW OBTNNRO u REG AAACHTINEMEUS��EVENT OF OUNAU,CFO OF CD _ - LINE OF FLOOR BELOW �T" _ T" lifLL1Mt HF2EATHESE PLANS BY ANNALCH AAI;HMTS.PARTY THIRD PAM TIC THIRD WC.HARMLESS. T— . ^ NOT SCALE PLANS ..• - Tw. .09,10 N•� REVISIONS 4 I >WAIX I � Eep�lt ENt �o W. DATE DESCRIPTION Q P H;�1NG 9-21-01 PIJW DEFT.CORK. }- 10-2-01 CLIENT REVISIONS ''W^^ 1C-S' 1Y�• 1K-10' • r 70'-!• ui 2C-e V6 :;^... �4.y UPPER FLOOR PLAN LOWER FLOOR PLAN _ O O a� Y -.:•� . , .. ... BfYIAFE FOOTAGE TABLE �-. O : r . - - -.., _•�'�.�._ LOelt FLOQ RAH 1/78 S4 R. •. - - ,-.1i.i�l9V: _ .,,; •:.,._ .•, uE4oE FtoDR RME „s2 Sn Fr. _ � -.. :. . NOTE: SHADED WALLS INDICATE AREAS � , � . y THAT ARE DIFFERENT THAN iNE BASE u' ,... -.:.. TOTAL S0.FT. 2T50 9Q FT. � RIR COIL47R1C1DM: '..(I.{J GARAGE FT. '.`:�BiRM99l: P007190 '.i UR_ .. 50. 56S aalwE PCIOiA(f MAY VARY cue OM �oniE°RSDMaR A�i.L�w�Ars �:••�IIDr�LLEtuwE: 2am,eotas.ep p �. _. ^ oA s r Auc LocATIaNs < • ..•, ., � m�rNoo or Guau►TIIIOK • :- � •<� � <. ... ,", "S �._'. To EtASE PLAN SHEET A3.7FOR .. ,. - DINE SHEET ADDITIDNAL NOTES AND MANSIONS, Y ¢.-"L• _ �O c ::. 10 s-o1 A3.6 0 • ADDENDA FLOOR PLANS PLAN 3B (COTTAGE) , . SCR: v4 = .r-;O N v. y i T a 12 T.7 p. w MW�LCH�ASHT SPARK R C H I T E C T S I N C. COLIN Lmr�TIP. ILL AM HEZMALHALCH --------------------- ---------- WAAETAL CAP.GL SADDLE r m 4M 250 0807 WWww*hAdAw&u== 1. 250154 13 05NOPYARDRDAD SME325 RLAS*McA 925 9658&W US 403 1700 fn 40 l7b a-now DEM ------------r_ (DT ROOF AREA'A" 0 AF? SLOPE 5A2 'A 2 F.Fj ---—-—-— TALI —-—-—-—-—-—-—-—-—- No. -—-—-—-—-—-—-—-—-r2 �_ �-24'0 HALF ROUND QL DOWER ATTIC D2 DOOR VENT(135 3111K.VENT AREA)-TYP. AT GARAGE 4-3 18 LINE OF WALL BELOW 7 lk SIM DASHED 4*W COMELISTION AIR 22 DI 7. MANUF ADHERED VENTS AT TOP AND BOTTOM I STONE VO4M-TYP. D2 FLAT CONr_ME ROOF-TYP. UL O.CURB L Di T.____ m ol yy t 8 .C%j METER/ LOCATIONS WITH \\l_CONDENSOl? DOP UNIT LOCATION ;7 Z� UTILITY COMPANIES AT KH"DOOR RIGHT ---- ROOF AREA V BELOW L0 SLOPE &12 L---------- C" 12 15 C;6 U- -LP'-------- ---------- S' NP""lc C) CD -—-—--w AMC VENT REQUIREWEXTR ROOF PLAN LEGEND ROOF PLAN NOTES ROOF AREA 'A*158E SOFT. ROOF AREA —77 INDICATES 5 :12 SXPEAIRECTION 1. 91 GENERAL NOTES FOR ROOF NOTES. AMC AREA. I SPARK ARRESTORS 94ALL BE INSTALLED AS PROVIDED. I/300-HIGH&LOW m IGH LOW • OPTIONAL • cn PER MANUFACTURERS SPECIFICATIONS. Lu <c REQUIRED AT UPPER WQUIZ AT UPPER DECK Il C12 I OVERHANGS, AT EAVE CONDITIONS, I/D OF ROOF AREA) 1/3 OF ROOF AREA) OTED 07=1 ------- -"13 '___=_k=��N 4%%mfNT(s) vL 11 IrATES REQUIRED) RAKE CONDN. --%Ik ---------%IN. -off CATES ROOF GU=IF REWIRED} TED OTHERWISE) GABLE"I(S) ----------------- ENO I QU 1 168 SQ.IN.) iT SQ.IN.) 12.7d��lwv I RTSGUTJIF J2 GABLE VENT(S) p GATES LINE OF OVERHANG. STUCCO a 12 Z 4. PROVIDE ATTIC SOFFIT VENTILATION AS PER 5 i1jcINDUCATES LINE OF STRUCTURE F.F. 0 SECTION 1505-3 OF THE UNIFORA BUILDING CODE IX4 FOAM IF LA_ PROVIDED:(NIGH) �T DORIMER VENT(S) JTI CLOAKED VMS) 4-- T". 135 SQ.IN.) 79 SQ.IN.) IL-11 --l-M, _j _r < _CC ® _--_--'h UPPER PROVIDED- UPPER REQUIRED, c ----SQIK EAVE VENT(S _nQ__MIM. z. LLJ PROVIDED:(�.M Uf S EA%f VEN So yt PRO EVEN T 12 SM DL cr- T F 1 12 IK CD ALTERNATE=S� SDIK 20 OVER FLAT PROVIDED, F2'.;T_T(l) 2X3 WD.TRIM TYP.ALT. eT(2 FT SQ IN.) C.31 cn La"PROVIDED, Lj LOWER REQUIRED- MANLIF.ADHERED TOTAL PROVIDED: 957 SQ.IN. 139 SQJ)L STOW VENEER-Tvp. TOTAL REWIRED: ROOF PLAN SCALE: 1/8" T-0" r2 0 FIREPLACE CHIMNEY CAP.C.I.SADDLE. APPROVED SPARK AR"RES-SE"RW TV. 7 :02m VVILLIANI KEZIWALHALCH APICINITECT& INC. V)-�14'X=METAL LOUVER ATTIC VENT 1, : �MRIJAM NEVANNALCH ARCHITECTS,WC DIPRESSLY RESERVES X (168 SQ IN.VENT AREA LA.) t PROVIDE ENHANCED WINDOW TREATMENT ON ALL4100W p 2XII WOOD BEIM-TIP. AN THESE MANS THESE RAM ARE NOT TO BE REPRODUCED, 4)(fi OUTLOOKER CENAMED, 'N ll� . OR COPED N ANY FORM OR MANNER INHATSDINER.NOR IWIM WINDOWS AND OPENINGS OF ALL RESIDENCES FACING 4 KNEE ARE THEY TO HE ASSIGNED TO A THIRD PARTY W17HOUT PAS OBTANING PL81C RIGHT-CF-WAYS. (DETAILING TO BE SIMILAR IN L9-TYP 14 THE WR[TTEN PERMISWN AND CONSENT OF WILLIAM HEDIMAIAN-CH STYLE ARCHITECTS.MC�IN THE EVENT OF UMNJTHORM REUSE OF CD TO THE FRONT ELEVATION)THE WINDOWS INDICATED BY A Dl THEM PLANS BY A THIRD PARTY,THE THIRD PARTY SHALL HDLO 12 TREATMENT WILUM HOMMAL-CH ARGEOWTS INC.HARIOI�ESS. DASHED LINE ARE TO RECEIVE THIS WINDOW m'.UcicoZ. 2 OPTIONAL WHEN THEY FACE THE PUBLIC RIGHT-OF-WAYS. Go NOT SCALE PL.ANS 15 Lii REVISIONS K NO.SHUTTER -------------- 12 NO. DATE DESCRIPTION 20 WO.FASCIA 5 5 BARGE EM-TYP. Till STUCCO 0/ 9-21-01 PLAN DEPT.CORFL DIS FOAM WO OPTIONAL DECK- G.I.WALL RASHING TVP.— 10-2-01 CUENT REVISICINS I.A3.2 1 4'-0' 10-5-01 BLDG.DEPT.COWL EX' 'FOR PLAN TD TELM 1�yc tb Z Dl SWTFER TOP - ------------- STUCCO- I,; -- ------- Lu �fT r------------ ---------- STUJCCo STUCCO 011 1 A. 4-------------------------- ----------- -- lXB FOAM 1: 4 1"3 ------ ---------------------------- _f.lUc.mO`Tw TXM4 MMAINVOW STUCCO TvP. Lu .1. : PROJECT MANAM: O.B. OVER RAT '3'4L- 4 14 WOOD Im-IYP.— _Slucco o/ AWGNER: O.W. D3 • 1 =000 EDC _100 IYA FOAM IM-- D 6 f VAIX ITY: D.B. TEMP D3 2 13 GL. GL C3 2X4 OVER FLAT ..*)VIEWED BY: "OFERED WD,im-TV. '�ST 01M.DEPT.&WITTAL: '11131m . STONE it SIM -,ZUED FOR CONSTRIrU: A" F.F. p DOOR D3 'k VILIFY Ellikll 12 3 p, 3 COMIC.mw 14 20 23 U3 REAR FRONT \22./ "7 0-5-01 V4* as E i-SCALE EXTERIOR ..ELEVATIONS PLAN 313 (COTTAGE) OCT 5 %'y' . - -� � -�7'� �- I� I ,- , ' �1 : ''I '1 " ' - - 3 � . --�, ' Z , � - :v.. ��, -� .� ,, r . , , �,- ", �. '' " I - -'I .,..�" ." , R- I . W- 3 �I r- I-�.. '1r_', . 1I,.- . � :I 'I -� - �" .. ,�" � . -- - ' ' - � '- � �' �� � ,t W, "- " � �, , z - I � -� �- - ,% ,- � - ' 0 ; 4WV t 5 ." - Z - ' 1� . � - 'j - ,-I, l '- it-0 ��"1� . Z . � ,' . -" . ,�� -. . - �, ' " ��'. � ''A RCt HE ZMALHAN C I . . ,l 5V0NVM4M RVINEA 93144 , ,.r 2MOW ftw fa� - " - d '-.' %wdftwn 60 2W On - : , - �-4 . . " � I , .� - -- _' . �: I .� -� r.1 -- :��,, 31M HOPYAM RM&M 25 FLENWONA 9450W- .: - . ".' I . � '- � 1 , - - ` I �, -=-77=-7= -.. . � I � .., I I !� . .r. ! , - c'. - . I II i .I'- . 5050 SL. : I 5 v C V4 I . 4040 SL. ; :i - % %4 AOVE 6080 8-. . ; I ' . ", -'�'iL! -ic � I1 11 � 4 1 4 TEMP.GLA 9 i I . TEMP GL. 50i0 L. 5050 SL 1 I > Bobo xOX .L , ., - 1' - -� I ��- L- � �IIr�; - �- .' � .I � ,I - 1�. ". �- i1 �I �" i!W.I.C. 41 NOOK " Pc - J 1,1-1 ; I ININ I 1I i1 M. BATH 1 �2 . FAMILYMI 11 �l M. BORM. 4 a 1� // j 1 , 0 1 V- -a ' 'V' ------ 1 I" wl l . I ol .1 I HALL Y * d ZI A LIVIN i w < . 1 �, --. i 2 - - , -, �,. tI �.�...1 .� 1 ' ' , .., � , 1 I, I2 DEN/OPT. . < C - 512 �// / BDRM. 5 L —i / I! QDRM. 2 b I z4 � < " � = = , ti L- c . .. 9 i : - 2l w < -M <. — - I HALL BATH . I = =! I - k - ENTR - - - u M 't . 0 T l z j < < < — M I ---------- 7507GL. TEMP GL. - j, C) ' PORCH = < 1M b E � 0 � -- < " BORK 4 - - --& . - Ap• — I -� WITH M . u m b.— 1101 . EACH SIDE 0 --. Dz? BDRM. 2 11 MUC Y OF Lx._ = i I M EXT.MS � )iNm= REBb il SM ODO SOT . EEXT ELEVIS OPT. OFFICE AG RAGE, . - I .. . - 8040X0X . V-10' I- .. - 'pul W -M HEZMALHALCH ARCHITECTS. NC. - .44 . I 'F - T'-'--SW"CLIA�MOM' E A--I.MHE"5 A-,WI I0&C H� I-� OA"SX., C-EERE 3 PRO ROP-5.Y8'T�<Y:R-"70—�- SI0--.' ' .v M ____� �2QfL�ABOW � ___....' EXTENT OF ., JN THESE PLANS.TH-SE PLANS ARE NOT T03E HEWED, 5050 8 , CHAMM,OR COPS®N MY FORM OR bAbNER VHATIWR . BICK .ARE THEY TORE ASSIMO TO A TV"PAM WnAOUT FIRST ORTAR" I �I,.L % h INEWRITENFUNSSMANDONSWOF WWAM =(N ---'q - ' A- II: - I TTE #41 N THE EVENT OF UAUTORLZ= W 'I= LINE OF FLOOR BELOW I � VGAAMLANSEBYAMCPMAHTMPANO.HAMLESS. I— , -CO .NOT SCALE PLANS Ljj, I REVISIONS �- a*r rO ) SE EXT9ELEVS 1:NO. DATE nFqrRurnoN 00 Y OTHERS) & 9-21-01 PLAN DEPT.CORR. 10-2-01 CLIENT REVISIONS lv-e ir-e W-W iw-r 2W4* . 4fr .� W r �. , "- Llh �C.0t� < �I � �", �' ,Q �'4O UPPER FLOOR PLAN .1 LOWER FLOOR PLAN I = ,` "o'- ..j I ! - '' - � 1. "', t, _, 1 , n - 1 . I ..I I ; FOOTM E = . . . I 2 1 .� . . . 11 .-.�'. —. � , . -,. �' , La FIMR 1175 F. ',REVEM BY: &W. :� � , . .1 IS HCA. :s -" ",wl Fu PLAN 1$32 a Fr. -z : INDICATE AREAS quamom.MITAL: 0613-1 I •-n � 11 t . "' 0TA X FT. 23M M FT. T I FO CONSTM) : , , � � .� - .I .� - Q%qAM SQ FT 5" 3Q FT . - - JM KAMER: wise . � .. ' I- . 1. . NO REFERIFM CIVIL AND LANDSCAPE I 1.� I � .. , :- 1 I �'�� ,, �ta=SQUOM FOOTAGE WAY VMY an *�' DWG'S BY OTHERS,FOR AL DRIVEWAYS � 410UKVA: 2wtma" Z I :1 I ,, � : -� M 1M (w COIL F CO- ., � - AM SI""LOCATIONS. , . - a ' ..? ADDIT TO BASE PLAN SHEET NSIQNM�. ION&NOTES AM ODAE . ' - *DDEND P N TRDITIONAL j' . .'A '', I . LA4S PL 3CA SPA Vr 'T!� -1L0 ! 4� � - , - - - - , q -- " u F Wk w v- 4- % S, 12 e. t. wWILLIAM HEZMALHALCH y. ------------ ARRESTOR-Typ. T.O.P.� -A R C H I T E C T S I N C. �-,WnDQ507 ov.vtowthiscUm Jam 90 250 15M 13 y ,. - ,.. , _�::' ----__� t I _ IIAHOWARDROAD511TEJ25RFASAIRO%d915e6aSZT Dl 0,do cm 05 4m 17M j D L rq 1:N;i ARC/, ROOF AREA W !I ::1"!1 SLOPE-3:12 - _F4 -—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—- -—-—-—-- o 2m 21 ----2r#KW ROM G1 DOM ATM D2 DOOR 11 VEWT(135 SWX VENT ARW-TV. AT GARAGE D CAL W "j! 7 WE OF WALL SUM SHOWN DASHED Di D3 WW COMBUSTION AIR 22 LJ YENTS AT TOP AND D2 �j.q.pufjS :C.4 L Di COW.TILE ROW-TIP. 7 W \VERIFY METER/ )NOEMSOR r LOCATIONS WITHAT ERIOOD SOFFIT UTIlLITY COMPANIES AT WT.DOOR LNGT LOCATION SEERIGHT EXT.EUR. ------------ /11�o L ROOF AREA V SLOPE 5:12 nC 12 Er 12 5 CD LJL- T.R.-P-- -—-—-—-—-- --—-—-—- -—-—--T.O.P. AMC VENT REQUIREMENTS- ROOF PLAN LEGEND ROOF PLAN NOTES ROOF ROOF AREA-W ----7 INDICATES _1_:123LOPE/WMTION 1. SEE GOMM NOTES FOR ROOF NOTES, ATTIC ARE.A-- 14FT 2. SPARK ARRESTORS SWI BE INSTALLED AS PROVIDED, 1/30D--HIGH&LOW (USE OPTIONAL DECK & OVERHANGS -(UofM-WAoTloEAl.ET=l.TlONS, 1/3 OF ROOF AREA) 1/3 OF NEW AREA PER MANUFACTURERS SPECWICATIOkS. ROMAT&LOW REQUIRED AT UPPER UPPER DI EASE IN. -ICATES JT2 GABLE VON J, GABLE%)KS, ------------1TTrrtlrifZTlrrtlrnT 12 lUu% CD 1. 9 7RWREDU ]L INS SCL SQ 5 12 ATTIC!SOFFIT VENTILATION AS PER Daum mw% ❑ FT STUCCO 0/ GA 4. PROVIDE ❑ IX4 FGAWM 5 TO LINE OF STRUCIWE SECTION 1505.3 OF THE UNIFORM BUILDING CODE. L.I. PW4MEI>(HIGH) VDpaLER T(S) FT1 —71.V) '(L-) -—-—-—-—-—--- T oJF. —-—-—- —-—-—-—-—- - - Lij UPPER PROVIDED- ___I& uffm amm Cl C) EAVE FT.12. IS) VT-12W'Qj.S) SAM-TIP. LL. ALTERNATE VEN, PROVIDE& OONom I al T m SO.IN.) T Sa JLLJJ cn C.1 LONER PWVIDED- ILI ME 0 F1 CD LONER REQUIRED. om VDW-TV. uj C-) TOTAL PROVIDED: 957 SQ3L 139 SMIN. TOTAL REQUIRElk %IK CDT. B7; �CTY Cl�z LkZ ROOF PLAN SCALE: 1/8' T-0' IN ALM LEFT r2o'\ L rimm SPARK ARRESTOR-IV. *MCI VWRAJAAA HEVAALHALCI4 AACWrECTS, INC. V�114W QL METAL LWAR ATTIC VENT W"JAMHEDAALHNXHARCHMM.*C.DWRMYM SUG SUM(160 U IN.VENT AREA EA.) S PROVIDE 0#W4CE)WINDW TREATMENT ON ALL 4EGQNI�. 1001 WOOD IRW TYR IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED, Zr _ QiANGED.OR WKD IN ANY FORM OR MAWIER WHATSOEVER.NOR U -fW WINDOWS AND OPENINGS OF ALL RESMEKES FACING ARE THEY TO BE ASSISED TO A THIRD PARTY WffhW FRET OBTAIM PUBLIC RIGHT-OF-WAYS (DETAILING TO BE SIMILAR IN STYLE W I PERMBSKlk AND CONSENT OF WLUAM HUMNYALCH TO THE FRONT ELEVATION)THE WIDOWS INDICATED BY A STUCCO NCT, -IN THE EVENT OF UNAUTHORIZED REUSE OF DASHED LINE D 'THESE PIZ BY A THNID PAM,THE THm PARTY SHALL HOLD -T T W2 9 0 1 ARE TO RECEIVE THIS WMOW TREATMENT 12 FLAT 5 — HWA-VA- ARCHITECTS, M.HAFMALESS. 12 MEN THEY FACE THE PUBLIC RIGHT-40E-MYS. 5 In 51 OPTIONAL NOSS L _j 00 NOT SCALE vlAfts IN cullum TV. S Vx-W..IN -—-—-— — D2 VEL SUM R REVISIONS ZE E= I E=3 2XS W.FASCIA, I No DATE DESCRIPTION =3 &BANGE SO.-Tvp. 9-21-01 PLAN DEPT.CORK I T I va SUM 10-2-01 CLIENT REVISIONS LLI OPTIONAL I rz I I ta� G.I.WALL FLAMM-Tvp� REFER TO T�Al ---------- - I J� 12 W-5-01 RM DEPT CORR FOR PLAN A,ELEft -3 T.OP, D2 -1 IF 7- ------ - ----- - -- LLJ snm 0/ TT fM 1. 1 T�TR Iff,-,. - I I - --------------- r ------------- ------- gow TVP. ----------------- FLAT 2Y2 19 ------ INS FOAM D2 03 A- --—-—- -—-—---I T &ARI 13 FROACTMANAGER: D.B. �D2 /-2'\ 5 0 11 1= D.W. /5 V2_j 3 _2 IP3 YD3 4�2�)_ I i 15 w K)POST N/ TEMIP MAP L CL RW 0 lw vow-Tip. 17 -SN"" ui 1 D2 JOB WAS: wilo TT71 rrrrrnv� -WFUMME: .CWD T *77 co aSm IDW-TV. REAR FRONT -DATE: sltEfi• "10-5-01 I-ON SCALE' W OCT 5 200i '(TRADITIONAL) A3.9 EXTERIOR ELEVATIONS PLAN 3C i:_2 :-7 IiI &-,- ,, : I I �I,�� 1.., -�. f,-, �,,�.T�,,� I ,� W� ,;!i,.; � ` , - 1 -,- � �� _ �, ,- , : I ,t , . j, .� � ' I, �; '-. �- II, , 1--. II -. - , -. �I - , , ,�, � I -,� �" , - .I t � � �-�,- - , z , - , I I -- _ :I , .' .- " �� . , "- ' , I 1 5 , , �, 7-- ,�, I I ,- _ -,; ` - -i : , , . ".-. - - 4 � ., , � .. : _ 1 .,,... � .�— 1 DI, T 9 � .,_.1.. .0 S_ 1 - , e I� .,,....Io . _ "L D -� , 4cw� LcC4 1� -,a- , " , . J � �. -, L, 1 - 1 ,- .- , ..l. .�.,, 1, � - , j , �.1 zI. , , 1,. - , " - � 1I 1 , , � , t, .�, �, - I _ , , I ,�, .. � ', , ,., ; � - ,- . ; I - - ��, - ,----': _i -!-9� t k 0 WIRLLAM THEZKAL ALCH � - -" _ _ , � . � . .. .� ,. - �-, '; � - _ "'r" -,, -1VWWRNEA 14W ; , , , 1-� �: - � -1 ' ,-." , - , - ., , . ROD UM:. REAWONA NOW- , ".� �,� .� . . X 1700 fa ga4IrA - - � � ." , l i 11' __ —iR" li �, 1:t ,- , . ii,: !.1 ,fl ,- I------- -D AFr � -" * .- � . ._ , . I i f F.F F! ei I - ' ____ — --- - --- - -- ---e ___ - - " I I I I _____ L.Q.P. -,; I � I ! I ------�- -- ------ --------__ -I ,1. I�_ i I I w - - - Il FC,. . 1 , [ 1 all _, 1 I — ! 15 === " - - f _ . I � U 1� DI bIIZ - " -- ,� I1 I --- US WVm OSTW/ - ------ ==== _ .I ---- iKSO�SU " I1 X'- 'Ii - o6 J BOTTOATM, L == _ I ,k I Z 1� = L 9-- F.F. F.F __T0. - , I l w� � -IMP. FRONT - 3C - , && , %", 1 I - _ - . ------- , 1 - ,3 5 5 LU cn m 0 .. 1 .1 0 - . � �: .1 I , 75 L-9p I1,, - il ------__�_____________ ----------- 7W4 -I— - :_., - I I I- 'I - . I � .I 3 - ., . =I , .,, _ I .� - ,, ' o 7 - -_ a .M , . ___ -----j 1 = ,7C i __ U 5 12 C = , , i AJL :mIm F.F.— F.F. tF W T.O.P. T.O.P. MAp I `-.< L fi - __ , 1 --------------------- __ ____ rp : - I MT w.VW- 1*� � ,i .. , = ==== — < . I r ; � , 5 L----j 1. I _j I�I _ I %ENM-Typ. a == � I Y ,. 1=—A---- ------- F�1. F.F. _____ � ---- 2*m . CITY C, 1. . - fi� .U,"=" lu W e. . ;� z % 1i : � 5, ,, 1 I . FRONT - 3B� . i , , -Q A A w 020 WNLtAM HEZMALHALCH ARCHIECIS, INC. 0 I , I, ,, , I WUAAMMEZMAUkCt.MITECTS,.EXPRESSL(RE.RVES ?_ - . - ------ -ffS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS ,� w " �" , .#THESDS THESE PUNS ARE NOT TO BE RE=% = i�- I . , _ " 1. -,, CKkNGEROPED IN ANY FORM OH ER VftkT12 :p 5 M I r, „ . I��,I r .%i, ,. ., � - I_4C=T 0 WEN UIZED &ALOC8FC - .,1� ":-: 1:i,� .,� , I f ,:� SBY HUALHALGM APAWTHRTDP W-WARWESS. r- k -- 5 L12 00 NOT SCALE PLANS " R .i � REVISIONS ! ------------------- --- -- -------T.O.P.T.O. T.OP. I-oM . ' W. DATE DESCRIPTION " , sF 9-21-01 KM DEPT.CORR. �— i 10-2-01 a NT REVISIONS s — <,,. - - � , . fc , �.I z 10-26-01 PLANIG MPT.Com - ==� = ..r . t ; t1- N ---- - l U . 7 1= � i - , 5 -- ..__ .. F I .� F.F. L.------- -- ____ __ _ __- �- ---------------- , _ : ::. . — - 1 I i ----I T.9 F- T. --- v 9p T6, - I L I I — _ ;;.7 , - I -11.. 1I, 13 WW% 14 o- 3❑1 , . , . i .,.: ! � I . I— '_� MN,Rl - "" 'i)%WECTMANAW: D.B. �, , I I 1-1" �, II, . ,F,, I ��, ., : - i .0 -, : :. yI I . -� > 41 I ► 11 _"� _ "_� .1 , - ! ." , - I - �-` I�. l � t ,-WM ;,7 . ,-, E.F 21 z ANNA : wise� . i = = � 1, ��, I- L : , - I mflu"; =*M I - _ , � - - -� i � ?� , �, �,�-- , - 4 �" 'T- :,i� , 1 - ,, TE-_ SHEET' _ ff �. A " RONT3 ' , All -1 � _ � _ ., : ,,, � - - - -� ,- _ , . ,_, i ,��:�_" �' � ., R Q' - - ;, � _pLAN P ' OFFI IOR EEVATI S, 4 OTJ9N CE EXT R L ONS _C 4 1:l il _ -� �, - w. z, ,7 �: -,♦ � i � , -',ter'-. - _ , �..4 " F . .11 _ , 1 _ _Z !��1 I , � od � � �. ,,.���� ,� � 1 % � �1.� �_3 I'1- �,,�= ', . � ll�.��!_.LT,,, � -�- � -, 1 -�_�llz .1. , ,- 1 , , , e+r2•I 7%Il : riI � � � � �. � 1 ' : � , j I I l, .�, � , � 1 , � -L . - w « _ ._ . . _ ,4,4.. u_:a. ,.- r :. ... >� . _ �: .. , _; :...., r.:. .. .. ,rya ?+r,. .... .. -.- `K .. ...J`, ..�. c - ... _..- - r:.. .. .e .r. .+.Y G .:. r- .. -, '., ♦...4'S. .. 4. , ...�, t• -r. , u.•-.. ... .. .. .: a .,.� s. ..- .,..o- f' r .... --��,-:�11111111''--I-�!,,.-,---�s�---��?i.,I.�1--:Z.�--,"-II-1.-.-� -.. :. , : .. .. .. - k a - x:- t. , t-.. :.. .-- .-. , ,.. r ' . y, .,. - a. : a. -.. v.- .. , , :- 4Ie- .. ,. , : ,-.- ...� -...:. : .. .- ,. - - - e .. .,.'� , .. „ _.. - ,: - - , .. - .... r. - _ :: . : ..., - - ,. _ v< ,' I. , .a .,.+ _ n ,:- .:: - - : -,. .. w ..n ,n ._ ... .. r ..-.- ,. R - :. . - : `��� ,,.,; YVILLIAM HEZMALHALCN ' .: - _ . ""' -. r .:.: , --. , I .,•' : .;.:. ,-..:: ;, : ' a. ,. ..._ - - .' , .:.. '.. .. :. . . :. .. - _ - - •»,�I�lE75VpN XAFGIANI SUITE HRVYNE� 1�14$ZFiS .f:. c, .. .. .-- ,. _ :;v _ - ,: ,Y.: -.. ._.. ,. .:.' -... .: r :IM 63 17 mNt,'1AD Sl7IE 3ZS H.EABFNTON CA 9NSBBd5Z7- -. :.:� :: : a : ,. :2 6ASE CABDfT• 11E7pIT• � � -`x �'.925 163 17110 (NHL 925/83 iTZS - .:'., - _ i r + OEPTfk .. Z4 - I. - : NIPPER CABINET. .> .... - ,. - - _ ,,; Tr DEPTRe ,:y •: -,.I I�.�.,�..I.,.. .I F'II*��I-,II'��"-II'.�-II--.1�.�j,.��I I..:�-C 4. COUNNTER TOP: N,4AAIDC TINE �SgD ARCy/ I.�-�I�-1I1 I,���I I � . -1::I..II,..�1"1I-�-�..�:-.;"I..�I--.i..I�.I I.-�.I.I,I.-.��.�I�;I-.-I I..�.-i.,I...'..-I II.4.I.-,I�I�I1I-.:1 Iw�,I��..�I.....I...I I1 I.II.I.I.1II I.II II-I.�.I II.",I..7.I��'.�.I..--,I I.�I�I�.-I I..I. I.I I. ..I.I.FI��.I..-. I.� .�7.. ...1'.I-.,I"11II��I I,...�7 I� .'..�.--.�.I-II.I I-�I-.��."1�-....�..I.�I�1��.II-'�..� ,-I.�..'-�...II-�/\--�Rf.--,-�I-"�I-<--\-/i--7-I,,.--:\�:1:-.71/.-L,7 I-""//-I.'I-=�?.���..I�.I I�X-liI II I fljII I I�I i;FI.I\1',-�=�"'.I5 J.1LI.I"I\ /.I 1.'= ....1�1I-I...I\,��I-II,1 .'.,-I.�,I I III.�I,'II I-�I II I I.II I1 I1'�II..�.1I�.I/.'I�1 1.I�.1-..'\'-I.I..%�.-'/l�.,.-.:>�.I--I-�LI!.iI 9�1�I. Il,-�I'II.�.7._��I,1�,�\-i:,iII'�l'1�..I-.:2,'. i..I'�I.1-I".",-,,-.-I,.-k::-.-.I.'���_(,--I-."�..---�(.�-�.r..-��.v'1�.I".II.;`'...,.Il-'1.-.�I I-I)-I�1,-1 I._�1....I-I)1-.7 I.''I�. iI II.-,I-.�;.I1�,--1��..'I II IIII.-"."II.I.I�-I..I..I�...'....,1;�...-�.�I'I I�...�...�,,-�'�,I�.��.�s..-�-'-.I I��I-�.''-I",-..:.�::1 I'�,�..�.�II:��I-,,.I I.v1-I1:.-----.I.L-.',.",I I�-�1,�-II..-..,1..,"�I--,..L.i�I..II",.,I�:,"'I.I�I.,..'<-..-'-,.LI I,." �1II-/\1.I I.."*.,I.-)I.I<!�I,.I:\I.�I �(I'-.---I.-�.1'.-�I I I-...�I./I--lI>II..��I.\/..I---.I-II./r.I-���-�-r:.----I z-/�..-r1 II--'II.1fI�I:�-)I-1I-�e"II I.I ='II I.-�.1-.I.I-=I N--I-..<I IL r II.-j�.--'-.I'.-'I�.-I-.,.:�4...L I=-.I.I.II..I "I�.L.I=.-I;��"I.�I.:;I(�/\.,EiI-��.T'-��LI,:.I,I.--=\,\I.�,,\:�'�/I,/'��.I I;.�,=I,.I.I..!N../-�.,1-��I�I'.-I..1 I"-\III.I..I*r�.;I-�..,-IiI/..��..,-I�I1..)'/-".II,I."I I I�,-,. ��.,..r1.�-(�I�0.�-.�D.iT 1,.1,I��I- - \ S CABINET FINISH• STAIN �''�'Jvty��HezmB/�T���. .. ,. - - - - - 8. BAQCSPLASH: COMIC TIE S' GYP. SO.MANTEL � . ,' W/BULLNOSE EDGER M24U ..r: .,. OPEN TO - - BELOW .. SF8 QS� CF CALIF M' b 38' GYP.BD. .. - . ti WOOD CAP W/ Tr t. TOE SPACE: - . ♦C• _ ' . 2 BASE CABINET: HEART: - "'* _ - .': I DEPTH: '' 'M :10 I b -W. . F91EBOx I y# - - 3. UPPER CABINET• HEIGHT: �. - -- - -w - - - SPACE h DEPTH: 1r - - CV ;. . 4. COUNTER TOP: ..- © CERA' © O O S CABINET FINISH: PAIR - CERAMIC TN_E A o .. FIREPLACE-DESK/ LOW LINEN U LINEN 6 uNEx rn , .. - I. TOE SPACE ._ ' ' t T - _ W- ® Q . STANDARD WIRE SHELF .�:, 2 BASE CABINET: HEIGHT: (OPT.UPPER CABINETS Z 24'IONO -.:..48' LONG 48' LONG DEPM �4� L10 FIXTURE -LIGHT FI%TURF LIGHT FIXTUR0 I UPPER CABINET. HEIGHT: ]8' 'Q O ", L _ b 4. COUNTER TOP: WOOD - .Tim ,CQ.: b b -r-/-r\-T _ 8. CABINET FINISH: PAINT -,X ,<„j,L .- _ -M9RROR-* - E-MIRROR- I E-MIRROR-- I - ' ' t O . � - I h MED. CAB. ' MED.CAB. A ti£ I MED. CAB, I -�i�1 C✓( ..2 .. AT OPT. -- AR---A BATH 3 - .. H M I 0 _ !'l' Z !Fp F.P. F.P? .'F.P. F.P.` ,�F.P. F.Tt 6?. F,P b?. p. BASE CABINET HEIQtT: Q -:Q a . iWAa1iER DRXER b 1,, CULTURED YAFtBIE £ .* V 'V Z // \\ I // \\ I Tv _ z7" I COUNTER TOP: .. - _ 4• CABINET FINISH: PADIT GRADE O 1.1�1 ':w B - D r` 5 BAGKSPLASF,: Q1l,UREO WRBLE �I = :c o 1. OO O © & BATH N& FIt . O �':Q J - SERVICE 5 PWDR. OPT. BATH 3 4 BATH 2 3 MASTER BATH , PAN: ' < v I. © S. SHOWER WAINSCOT: - -'� LIJ )'� O - W U 9. SHOWER HEAD WIGHT: �• ; '>m #":-= Y 70. MIRROR HEIGHT• 4r r'�._ 4 .,.. . Z NON-VENTED J... /. -� b ` HOOD W/LIGHT - - - - % 1' _L L. ,\ - .679m YwLLIAM NIELAALHAICN ARCHITECTS. INC. T` ., h L `\--/- -- ` l `� SECONDARY BAIlIP. WE OOMNEmk.HACOPYRIOHT D,OTIEA VROPLy FW-S RWS 'M • W THESE BANS.INESE PLANS ARE NOT TO eE REPRDOUCEO.- h -r :pYQ1C�f1.OR CORED N ANY FORM OR MAKER WHATSOEVER,NOR © O \ , ,I _, -1- .\ __ - I. TOE SPACE: Ir :AETHDT 8FASWf NT�TWMP,OF w 1 W�NEZ= , ,I REF. / > 2. BASE CABINET HEIGHT: 3r ANCHRECTS.INC.IN THE EVENT OF UNAUTTIORZO REUSE of HO / / OPEN T LL "THESE R.ANS 6Y A TftlRO PARTY.THE THIRD PARRY SNHALL HOLD fPACg _'L -/- � DINING ¢ - _ CULTURED YARBIE . -':. AM HF7NALRALCH ARg9TECN8, HNC,NIARAWF.55. r:- ' >w w 3. COUNTER TOP: a LL� ANTR �- DO NOT SCALE PLANS b- I - - - I� L 4, CABINET FINISH: PAINT (� I ¢ X b TEMP.GL. .' > - - LF.EJ L J F-- 5. BACKSPIASH: b W/ � I / N REVISIONS H' I - I FIA E' I\\// Ns. BATH Toe ITBERaA55 N0. GATE DESCRIPf10N -- - - - /- -- I 9v - >, 01 iEiW Yi toe aIRRORAns / / \1 / \ z SHOWER PAN: - 102-0 cools ryas O © #F O ram, O _ O IL SHOWER HEAD HET - I' S f � >< :I. r-r C CLR. C r r A B. SHOWER HEAD HEI4Hr: c,. :� KITCHEN ISLAND KITCHEN VERIFY vEwFv vERIFr TO. MIRROR HEIGHT : s �T W.. ,rho z- ra fb NOTE: CIFICA�TIONAPPLIANCE SIZES WM YMNIFAGIII�E , pl�d:is ,: M nirtrp Y �9 • ery c '' .-,,._ t1.L , :'i. _ - : ,' , _ .. -. .. - 1. _ ', : -. .. .. .I :.. .,i '. .. _ . .. :. .. , ,. .- - •4sTeRBSDEr.sual9Tru: De-73•Dt J ; : .. .,,, colstallGtlo9 :' _ _ :, _. _. y ,, . .,, " '- `JaBFlulea+: zootteo it , ,.. ,, ; :CADIYENAIIE: am771DL377 aw O , _ _ : . I- I - , .: . _ _ i GATE: SHEET: r- , _ ... ;: ' .. I. ;,. '. . ,- . _ .- -'I05 1 : NTER10 LEVA 1 N PL . . . . £.., . 0 F O AN 3 _ „ cn� i� . T =.. - `�S 38 - U . . _ , . , ,:._ - : .. l:. - , ... :- :. _ y ...: - :; <s- .. '�w ,:• >o <.,. .w.,..w.a'+.,..,, .:";.k..�.,-. '.ix a',:: -,.-7� �-}.„ •'• ,. a 'v 's. ._. .. z .. i/, /f1111 .ri` a k FLAT ROOF TILE _STUCCO o-, ROOF FRAMING 'NOTE,a BULD" 1APER . . . I . WE STRUCTURAL REFER TO ROOF TILE MANUFACTURERS GYP.in 2x BLOCKING W/ WMATIONS FOR , , - ; : I J 2's U SCREENED INSTALLATION 7 N OF TLE rENT HOLES. 4"#/L-r M STUCCO 2.5 SGJN.VENT BULD04G PAPER UNDERLAYMENT AREA PER SLOC40 RIDGE OR HIP TILE BILDG.PAPER CSULATION UNDERLAYMENT I TILE MFR.7 ROOF SHEATHING STUCCO HERE OGCUR8 I " . :_ - /_� _FDA VICE SIL GROUT SHAPED WOOD HANDRAIL WN SA Fl. RIGID FOAM WOR TO MATCH TILE TO MEET ALL HANDW CA TRIP VAPOR BARRIER IX8 CONT94UOUS RIEGUIRIEMENTS am PER TILE coNc,v ROOF TILE 'MILUAM HEZN�LHALCH 'A R C H I T E IC T S I N C. GYP.OD.— SOLID GROUT UNDEFLAYMENT MFIL OONTwk= COLOR TO MATCH ILE I WITE 404 MINE CA M1442% ROOF SHEATHING METAL FLASHING 2W OW7 wm.whav*ciLm fax W 2W tM METAL =HURYARDRINIO SUMM PJAVKCN CA N68M7 WALL BRACKETS 9 ANCHORS COLOR COAT OVER FLASHING CORD.'S'ROOF TILE s PER MANUFACTURERS 1125 410 17M RIGID FOAM TRIM- SIZE � I to 9Z 4W 17B SHOP DRAWINGS e PER ELEVATIONS STARTERUNDERLAYMENT BOARD METAL OVER BROWN COAT GUTTER ROOF FRAMING. 2x BACKING AT BRACKETS INSTRUCTIONS ROOF SHEATHING PROVIDE MIN.141�ft HAILS HEADER WHERE OCCURS 2., INTERIOR FINISH gATClAll 1 211 1 KING AT ADJACENT WHERE OCCURS STUDS 2x FASCIA NOTE REFER TO ROOF TILE MANUFACTURER'S SEE ELEVATIONS INSULATION SPECIFICATIONS FOR WALL FRAMING NOTE, 0 NO PENETRATIONS WHERE ODOM STUCCO •-INSTALLATION OF TI I LE d/ Cif WINDOW FRAME IN FIELD OF SADDLE NOTE:RAILING TO RESIST APPLIED NOTE.REFER TO ROOF FLAW" BLDG PAPER LOADS PER CODE REQUIREMENTS. TILE MANUFACTURERS SWEAT SHEET WE STRUCT.AND SHOP DRAWINGS. SPECIFICATIONS FOR v %o INSTALLATION OF TILE PROVIDE SOL PER PLAN SUPPORT -HANDRAIL AT RIDGE/HIP WALL SADDLE EAVE ROOF TO WALL_,(�)WINDOW HEAD 17 13 9 5 3..1.-0. 1-1/2'-T-O' 1-1/2'-T-O' 1-1/2*-T-O' T*'70' FLAT CONC. UNDERLAYMENT —STUCCO R"TILE WINDOW FRAME METAL CLEATS AT 12"0.0. 7a U: —MXDM PAPER 2x FRAMING UNDERLAYMENT CONCRETE'S'ROOF TILE TURN DOWN EDGE ROOF SHEATHING 1/4'�ABOVE STUCCO METAL _2x BACKING _2X BARGE RAKE TILE BUILDING PAPER --CONT METAL VALLEY FLASHING FI_Ai��W1 STANDING . .. . .. ....... BEAM SPLASH PER 20 WOOD-POLYMER GYP.:D, RAKE TILE METAL FLASHING TILE MANUFACTLIBER P.- COMPOSITE DECK SURFACE BY INSULATION SLOPE TO DRAIN ER 5-4XlO OUTLOOK 71,'TREX COMPANY' FWHERE OCICURS SWEATSET 4- .... STARTER BOARD lxB CONTINUOUS 2.4 OUTLOOKERS 7 LINE OF AT 24"O.C. METAL PAN FLASHING ILE CANTLEVERED ME DECK JOIST 2x BARGE SIZE CONC.'S'ROOF TILE PER ELEVATIONS v UNDERLAYMENT 6x WOOD AN PER PLAN ROOF SHEATHING DECK JOIST 4X6 SHAPED BRACE PER Nrt f CC REFER TO 2x BLOCKING STUCCO R&JOETALS F TNT AT STUCCO C) 6 rTUA ELASTOME _2XS FLAT 0/ TYPE 15 FELT SHEE PE OVER BUILDING PAPER _BLDG PAPER WATERPROOFING BLDG.PAPER 1-1 VAPOR BARKER ROOF FRAMING -ROOF FRAMING NOTE:REFER TO ROOF DRIP OUT p E-Z BEAL SEE STRUCTURAL MFR. TILE MANUFACTURERS .BEE 8TlWOTURAL Y. (� -STUCCO MOISTO SPECIF CATIONS FOR I! :�� =�-SUII.DING PAPER COLOR COAT OVER EXTERIOR FINISH MATERIAL NOTE:REFER TO ROOF INSTALLATION OF TILE Et PENETRATIONS :Ao RIGID FOAM TRIM:SIZE TILE MANUFACTURERS NOTE REFER TO ROOF HOT PER ELEVATIONS OVER SPECIFICATIONS FOR TILE MANUFACTURERS &INTERUPTIONS AT BROWN COAT.INSTALL INSTALLATION OF TILE SPECIFICATIONS FOR METAL VALLEY FLASHING PER MANUF.INSTRUCTIONS < INSTALLATION OF TILE NOT PERMITTED. LU 'DECK AT WALL WINDOW JAMB OUTLOOKER RAKE RAKE TO WALL --)VALLEY_(6 2 22 18 14 X 1.c� w-DE-1 3.01-0. 6m-1 1-1/2*-T-O* 1-1/2*00'3 3-1m, 0. CD 'S'ROOF TILE DOOR FRAME BEYOND STUCCO ROOF FRAMING Q BUILDING PAPER NOTE;REFER TO ROOF RE STRUCTURAL WEATHERSTRIP BASE W/ IfOPA FLASHING TILE MANUFACTURERS C.;l WINDOW FRAME L DRAIN 4- SPECIFICATIONS FOR WEEP HOLES E INSTALLATION OF TILE /—METAL THRESHOLD r0o'TTEE 2x ROCKING W/ uj SET*1 MASTIC STUCCO To G.I.SCREIENE �'FLOC GL PAN FLASHING UNDERLAYMENT VENT HOLES.Fm ROOF SHEATHING BUILDING PAPER RIDGE OR HIP T ILE I 57 SQJN.VENT PER BLOCK) METAL FLASHING SL 2x BLOCKING NAILER PER TILE MFR. AREA 2x SILL OVIDE SEALANT METAL FLASHING r- UNDERLAYMENT jI P I A.-LEFI-SIrG.� NC.ROOF TILE ;ol FLAT CO NC.FL SLOPE TO DRAIN PER TILE /4 COLOR COAT OVERo. C) RIGID FOAM TRIM SIZE -POLYMER UNDERLAYMENT 2x6 WOOD PER ELEVATIONS 7-1 ix6 CONTINUOUS COMPOSITE DECKING LINE OF CANTILEVERED 0 BY 2x BLOCKING—- OVER BROWN COAT. INS CONTINUOUS ROOF SHEATHING EA Lu MATERIAL METAL FLASHING TREX COMPANY' INSTALL PER MANUF. STRIP I - INSTRUCTIONS FLAT CORD.ROOF TILE .: .— C) DECK JOIST CLOSURE METAL METAL GYP. BD. VAPOR BARRIER UNDERILAYMENT q FLASHING REFER TO STRUCT, FLASHING 0/ MOISTOP E-Z SEAL ROOF SHEATHING METAL DECK JOIST GUTTER ROOF FRAMING, STARTER BOARD— DETAILShTTAC FOR SEE STRUCTURAL HMENT -2x BLOCKING WHERE INTERIOR FINISH OCCURS 02M WILLIAM HEZMALKALCH ARCHITECTS. INC. BLDG. PAPER WHERE OCCURS- -ELASTOMERIC INSULATIOI NOTE REFER TO ROOF WHERE UA HEDAALKA"ARCHRTCTS,INC. WATERPROOFING OCCURS WRESURESERVE' 9 SHEET 2x FAB( TILE NOTE. LA.CCFYW.HT AND OTHER ITS 2 SPECIFICATIONS FOR INSULATION SEE ELEVATIONS IN THESE S.THESE AAEOlH PRoKMR'G' I CANTILEVERED / r STUCCO NOT TO BE R`FRODUCD' Wo INSTALLATION OF TILE WHERE OCCURS �=ED Pi MFORM 08 AIANW OtATSOEVEFL NOR C��p ........... -STUCCO STUCCO TO DEC NO PENETRATIONS TWO PARTY*TWW FPS 011TAINING U.) X JOIST NOTE: E -BLDG PAPER WRTTTEN PERWASSION AND CONSENT Of wriuM BUILDING PAPER IN FIELD OF SADDLE ��JNE FLASHING NOTE:REFER TO ROOF INC.IN THE EVENT OF HEN""CH FLA H12M =na THE THIRD PARTY WALIE)OF TILE MANUFACTURERS BYATHMPARIY, L*AUTK*MREU SWEAT SHEET SPECIFICATIONS FOR WLLLAM HMALHAUCH ARCHITECTS. W,HARNILESS, INSTALLATION OF TILE NOT SCALE PROVIDE SOLID- PER KAN PLANS SUPPORT DOOR THRESH. AT DECK WINDOW SILL SADDLE ROOF TO WALL RIDGE/HIP EAVE 9��ll 15 - -(D3 REVISIONS 19 7 A m FRO ,00- DATE DESCRI"ON I= 9-21-01 PLAN ED SPARK ARRESTOR/RAIN COMPOSITE CAP W/ CAP WITH INTEGRAL FLASHING METAL CLEATS AT 12"O.C. cow_ 10-2-01 CLIENT REVISIONS BED EDGES BY ROOF TILE FLAT CONCRETE TILE 10--5-01 ElLm DOT.Cm. -TREX COMPANY' _P_ ROOF SHEATHING UNDERLAYMENT METAL FLASHING CAP W1 DRIP 4X4 NEWEL POST BEYOND FASTEN AND BEAL THRU WE FLANGE STUCCO COOT.METAL VALLEY NAILER PER Uj STUCCO FLASAING Wl STANDING T=TtLE lX5 AND IX4 SLATS OR 2X2 BUILDING PAPER BEAM SPLASH PER ACTURER PICKETS SPACED AT 3' INSULATION TILE MANUFACTURER TURN DOWN W BLDG.PAPER 2x BLOCKING D L. HERE METAL FLASHING I VE AID AAa IX1 EACH SIDE OPED FRAMING COMM LEET AlV*4 SL SLOPE TO GRAIN TILE W/STUCCO GROUND PER 2X4 BOTTOM RAIL _OfSTOP E-Z SEAL IxG CONTINUOUS SWTEA 06ARD GYP.BD. SL TILE IM OU ERB >< MFR T.Lr /--2x6 WOOD-POLYMER METAL PAN FLASHING AT 24' COMPOSITE DECKING WTERIAL BY 2 TRIM-SIZE FLAT COW.ROOF TILE X REX COMPANY' PER ELEVATIONS COLOR COAT OVER BARGE RIGID FOAM TRIM ELEVATIONS EYAT& DA SIZE PER E EVATIONS- UNDERLAYMENT QUILOOKER lik"AN R"m rc t L A 0 BEAM OVER BROWN COAT. ROOF SHEATHING DX SEE G ITTRUC.DWGS. INSTALL PER MANUF. PER STRUCT. C) INSTRUCTIONS STUCCO DRAW BY: DA T tf2.12 RIM JOIS HEADER 21- REVIEV0 BY: -STUCCO 211 DECK JOIST r PAMMER SEE STRUC,DINGS. —BUILDING PAPER ROOF FRAMING, IST RXSIONMAL: wim CLEARANCE TO FLUE PER SEE STRUCTURAL PER MANUFACTURER NOTE.REFER TO ROOF ROOF FRAMING IMFORCONSTRWIX)N: AM MFR TILE MANUFACTURERS SEE STRUCTIJIRAL SPECIFICATIONS FOR J ALL CHIMNEY NOTE, E 0 ROOF NOTE:PENETRA TO ROOF LNTS TO 'Tr ..NOTE,REFER WINDOW FRAME INSTALLATION OF TILE NOTE,REFER T 3 T x AT�WALC B 10M�XE REELED AND TILE MANUFACTURERS III INTERUPTION' ',.- SEE STRUCTURAL DRAWINGS BY APPROVED SPECIFICATIONS FOR METAL VALLEY FLASHING ME MAMJFACTURERS Co FIREPLACE MANUF. MTALLATKIN OF TILE 'NOT PERMITTED. SPECIFICATIONS FOR "TALLATICH OF TILE CATE: 0-15-61 4 RAKE TO WALL - a GUARDRAIL AT DECK CHIMNEY CAP 20 WINDOW HEAD 12 VALLEY RAKE -1-0. L ; I ,z _'! L�' ' ._. . -V2r7O- 01"3 r OCT5 flo 2 - ; -. a- a •. ..:. 'k S y _ WINDOW FRAME OW FRAME+ '�•'- :._ ,. - .. ._ -::. -,. . . :,. .. .. WOOD CASINGPUMA R._ +......_ -. ..,....... ..- -_._ '". ." -_•c., .. :. WEATHERS MIN. r .. 1. .. ...� 6 ,,.....,.. .. .. .. �... ix FRAYED " 1. :.WHERE OCOUpB r �p ODOR ULATION :. .. ... .-. ,. COAT OVER - PROVIDE SOLID BACKING AT ALL ' ,.:_. -_. ._:. � -r pt010 FOAM TRIM- 812 ,- - - - .. - - P - ....,QNt '.. _ ., :.; ...._. E WHERE FLASHING MATERIAL Af!EER .. BN.L WNEEE QCOURt - _ : .'rPER ELEVATKNIB OVER ..• .. _ - LAPPING Mlll OCCUR. BROWN COAT.INSTALL _ YP .--� .;. ... ,,.:... ,r,� :. .. .. ._; _ +. ;, ...-. - ( - •ATTACH Gyp 80. _ _ _. ... ... ._ : ..,,.�� ',�.. =r.. _.....,. _PER MANUF. SIlL STRIP OF Jr-WE - .. .r--. _ FOAM 17DE .. ;; - BLRTRILCTIONS 1£ADER MATERIA FWITH G : .,2x BL00118iG GYP. --� - -:' EDGE _ BD .. - .. .._r... < MATERIAL WITH THE TOP ' .. .' .. _ - —VAPOR - OF THE ROUGH SAL. MOISTOP E- - :. ::_.- :...,.:o :i. O BARRIER _ W)LLI c GYP,.8D WINDOW FRAME 2:SEAL _: ..:. .-,�: .,. ,.. >p�p AM HezMALHALCH` VAPOR - - -.•w- ¢¢ OR BARRIER - -\ - A R C H I T E C T S 1 N I S: c_' •-•FIEADER :. GYP.SD. H ": - - . . : w �'i - ...OPDIING •EXTEND THIS STRIP AT LEAST 14 C. - MOIBTOP E-Z SEAL VAPOR BARRIER >Np HEADER -> - - '. 17p5VL7N KAIBAARI SURE N04 IRVINEG 926,447 < .: ''._,. 4 - .. - '• ^ -. I BEYOND THE ETXE OF TE8. ROUGH OPENING. wMV,whwd*mL= ha f a 250 10 Ji E.-Z SEAL .. I :.9MY Z50 7 BLDG.PAPER HEADER - ATTACH FLASHING Y muk am W G 111E88527 - 1:. .. - WOOD DOOR FRAME `\ + .: ..WOOD --� :: , .. : ;9x.:,. _ GALVANIZED ROOFING REASANT t25 Np3 1725 OB0 L.�� WHERSULE'NSUL STUCCO - r _. _ _ C.WAALANT COLOR COAT OVER �L CpM05<gi•' TART STAPLER .. OCCURS : -WINDOW FRAME - A100 FOAM TRW SIZE I WEAL '- - `:WWDOW FRAME :, - .WOOD PER ELEVATDN3 OVER 1 � -:.• NERBTRIP ..: .. ..:. -:.. � STUCCO BROWN COAT.INSTALL .... . WOOD STUCCO MOLD .. - •' .--... `. :. «:- - ,, _.': . 11010 ^'> WOOD DOOR FRAME aR :- -. PAPER _ G�raS��eZ TIW1CTg119 R-M 1NC 14- /T VAPOR BARBER DOOR HEAD 21 WINDOW SILL 17 WINDOW HEAD TRANSO M AT WINDOW 9 DOOR & WINDOW JAMB xA-a-wa, 3.,_0 �° 13 - 5 FOP AAswH, 3'-1'-D' .. �F C AU a-wwrgrw, . •ATTACH JAMB STRIPS a 12'WIDE DOOR CERAMIC TILE OVER - - -WEATHERSTRIP MORTAR BED -•DwMA MOISTOP FLASHING MATERIAL WOTN w��t•- - • .. x INSIDE EDGE EVEN WITH THE y - 3/Y EXT. GRADE 1-0' 8' JAMB OF THE ROUGH OPENING W000 CASINO PLYWOOD - 17 2z FRAMING FLEXIBLE SEALANT / •START JAMS BILL , Q L48ULATION ^^ STUCCO \\ :/ STRIP EDDE MFAOEN. ilE 1.L 2x BACKING - •: 2x1 WOOD TRW ': GYP BD. .::...` WINDOW FRAME WHERE „ INSULATION WINDOW FRAME OCCURS POt RAN BLDG.PAPER ' _ (� WHERE OCCURS 2x SILL - VAPOR BARRIER : -� L FOAOPENING - ...:.: :.o-:..:.. .:........... - .._.. e 2x8 WOOD TRW GYP. BD. GYP. BD. 2xW WOOD TRIM a LL VAPOR BARRIER `WOOD TflIEI _ 2X FRAMING ��- _ •� 3� Il ` M018TOP E-Z SEAL gg _ VAPOR BARRIER METAL FLASHING HEADER \\ \\ \, --�` GYP.BD. ^ w HEADER STUCCO DOLOR COAT OVER .� ........., -. ., (✓ >m . 2xN RIGID FOAM TRIM - •:°: - - VAPOR BARRIER WOOD PER ELEVATION - j 3/B'x1'LAG INTO OVER BROWN COAT, L SOLID BLOCKING gg ..•:...... .DOOR FRAME - ( �"` BLDG. PAPER `� OR STUD. 9 "" � INSTALL PER sS °� Ax8 CORBEL W/ -� -INSTRUCTIONS Q w >. . DRIP CUT APPLY - 44TOP E-Z REAL INSULATION STUCCO WINDOW FRAME - ¢ - - + E- 3/8'xN'LAG INTO CONTROL JOINT/0 IP 'C ] :.c cc SEALANT VAPOR BARRIER SSE �._ v O t BEHIND W000 VAPOR BARRIER 1,` - CORBEL.RECESS HEADS 1 a BTUCDD POLO I 2x10 WOOD TRIM *APPLY A CONTINUOUS BEAD OF ,..� �X¢x••� U- BLDG.PAPER .. SEALANT TO TIE BACK OF THE T ...I. ' FRAME NAD,DNG FLANGE 5--�xx� TT�'' ,Q. STUCCO OPLACE AM H OPENING ff�WITHH FLANGES FRAME n"V W000 STUCCO MOLD WINDOW FRAME BW.DNI('PAPER OVER THE INSTALLED JAMB AND io DOOR JAMB 2' SILL YOISTCP FLASHING MATERIAL t� 22 WINDOW SILL x. 18 TRANSOM AT WINDOW 14 SHELF @WINDOW SILL WINDOW HEAD •Any YOATERI E_Z SILL 3 1'-0 FlA9IDIG FLASHING MATERIAL AT SILL .;(n RA—DI, 3'-1'-0' TIN EXTENDING BEYOND FLANGE RA-3-WS4 3•-1'-0' - 10 BEAD OF SEALAN BY MINIMUM OF 3 DNCES Q W swwVR, 1-1/2'-T-O' UNDER NAILING Ra 3•.Y_0• FLANGE. •ATTACH•YOISTOP E-ZFLASHIN SEAL' - -Z NI-wIMWWY6A AND OVER M7�INSAL'T AAA 9S :.O WINDOW FRAME MtHDOW FLASHING MATERIAL EXTENDING O -_ OR SIY7 BEYOND FLANGE BY MINIMUM OF l,L DOOR - WINDOW FRAME 01'ENING �II/(71ES TOP AND BOTTCY- 2x FRAMING BLDG.PAPER VAPOR BARRIER J >,Q DOOR FRAME BEYOND pp��gglRAT10N 2x FRAMING •ATTAIN,Y WIDE MOISTOP - -V - 2x BACKING Wl1ERE OCGURB •--� GYP.BD. / /: 'E-Z SEAL'FLASHING FLOOR �,/ /� MATERIAL OVER THE HEAD FLANGE. ,.,^ L INSULATION ..� STUCCO pvp Bp WEATHERSTRIP BASE WHERE 1 C, . •:. ..., OCCURS ^�_I - 8TUCC0 WHERETOCCURS E nIM THIS STRIP Y BEYOND THE u 1 :, INSULA OUTER EDGE OF THE . `('-'^ 8l BLDG. PAPER - :WHERE OCCURSG�yypp ggOi.,,,,, :( AL FF�L ggHFIINpp _ _ NG F1AN(� FLASHING MATERIAL JAID O ,�.Q O a: METAL THRESHOLD ..... :.:. :.::..:.::..::.::.:.:::::...... WHERE yVvURB . SLOPE LATERALLY .` .:.:: SET IN BE GYP. BD. .: -�` .. �a .. . ..-.:..:... ( o TO DRAIN AWAY :.:r:. ::::.I.`..'J:.:`.:::::.:. — .;Q V. 2x P.T.SLEEPER ` FROM OPENING y� • M018TOP E-Z SEAL - .- - ix3 FOUNDATION GRADE . REDWOOD ( n 2xt P,T.HORIZ. % \' /, ♦ /, \F NL -_Cn ,.O 1 = WTQOD BACKING COLOR COAT OVER 1 ^- A TOP MIDPOINT J METAL FLASHING PAN HEADER RIGID FOAM TRIM- 2X BLOCKING Lu - {.I..) O WITH DRIP -SIZE PER ELEVATIONS- W/ S STUCCO KEY- NONSTOP E-Z BEAL - •� Y '• BET IN SEALANT OVER SHOWN COAT.INSTALL PER MANUF. -��—•, TO DRAIN ARALLY AY Y U Z i CONCRETE FLATWORK 5 INSTRUCTIONS FROM OPENING • WOOD STUCCO I ---APPLED SHUTTER o, CASING - EVATIONS-3ET S I A SEALANT-8ECCUURRED - MOISTOP E-Z SEAL - WITH SCREWS BUILD .. a SLOPE WEATHERSTRIP BIOCi PAPER ( TO ELASTOMERIC SHEET - -- 0I001 VNLUAM HE7lMLHALCH AN"TEf:TS, INC _ WOOD STUCCO MOLD '= WATERPROOFING EXTEND - ~MILLW+Nt-3MNJMlfJ1 MCHtECIg INC.E7PRE58LV RESmVES DOOR VAPOR BARRIER " `.( '' I I BACKING t LENGTH OR SIMILAR .. .. 1:.:'. .-.N..:.^..,.; ` WINDOW FRAIE -.. 03 CDAIAION Uw COPFRIGIR ANf)OTHER PROPERTY RIf+HTg Q OPENING ^CONCRETE SEAS WOOD DOOR FRAME `� BL00.PAPER PFR PLAN STUCCO :Y. :.. - GIAI[® �A�ARE NOT TO FY REPRODUCED, 1 -- MMET% .. ,. WW17Ex PENC 04ON TrE MSEN WIUIW HFDA411ALCH Tr! AIR C INC.M THE EVENT OF UNAU7I10l1¢Ep REUSE OF Q ` •THRESHOLD DOOR HEAD - BLDG.PAPER 171T AWAY ExcEss - ET PLANS BY A DWO PARTY THE LIMO PARTY SHN.L HOED 23 19 WINDOW JAMB 2x FRAMING BLOC,PAPERAT r---- WI,AM IEZMAUHALCH ARCHIT g. INC.HARMLESS. T� SHUTTER BACKING 15 11 WINDOW JAMB DD NOT SCALE PLANS Lii a-rrwsR, -0' flA-a-fNffM1 3'-1'-0' 7 _ _ NA-a.... 3''1'-0' _ _ a-aHUT4 :. REVISIONS DOOR INSULATION - �,,irj j /,%1J' ---- -•, NO. GATE WEATHERSTRIP WHERE OCCURS " 2x FRAMING - _ DESCRIPTION Q W000 CASING -pYP.BD. - - 2x BACKING PER - IlD �APER IIIDFR 2x FRAMING PLAN - - PLAN DEFT.CDRR s 2x FRAMING 4" 2x BACKING - _ WHEREDOCCURS WINDOW FRAME g1ENT REYI$Ial$ ` E 8 21 O1 10-2-M F + WINDOW GYP. BD. W FRAME PER PLAN 8ULATIO N • 'N 4•YBl ... WHERE OCCURS ULATION NT _ •STARTING FROM THE BASE OF 7 E WALL APPLY PAPER AND • b WHERE OCCURS ,----..•..c ..:.::-re ....... .. ..... OF OUT THE OPEffiNG BUILDING PAPER 7MAT MAY EX3END ABOVE-1ME SAL ND BETWEEN,NE r�Y185 is -. e the :.::.:. .:.:: :.:..:..:..:::...: ., ...... JAMB TITARSE OF BUILDING PAPER - nu l�agW - ..:.:.:. ............. � � : 2x BILL M01370P - OiU1TING 10 THE FRAt11E V Ay, _:^ BEAL OVERYTFIE JAMB E Z v �EIIIIKH) � . I \ ) l ) ) .APPLY SUCCEEDING LAVERS OF BUILDING PAPER IN SHDNpE h'sad BOARD FASHION UP THE WAL LAPPING fAURSES A MINDNM OF S' 3/4•'MIN. V -, , t'yit. -WOOD DOGE►FRAME _ ., ' ..... ;:x•-:- t•,.,,. I l 1 1 DING - ^`* APOR BARRIER SECTION 1402.2 OF THE 1997 XIM 2x FRAMING PAPER : L 1HE WEATHER SHALL K IS IN A ANNERTION OF THE UAS TO YAKS T1 WEATFHE7EOUNGSGS EXPO m DNGS TO DNCWDE BUT NOT LILIITEb TO WINDOWS,DOORS,VENTS ETC, � �: D$ - .W' 28 GA- 1 PIECE RECOMYENDET TO ACHIEVE THIS INTENT FCR THE FLASHING OF MAIL PAN FEASTING.SOLDER < .. STUCCO VAPOR BARRIER _ - ——— ——— — `� LA8 RPR00 IN T I - A E ALL MATERIALS SHALL BE IN STRICT bEgst� D.W. O ALL JOINTS >:. 2% BLKO. - - • BLDG. .. CONFORMANCE WtiH PAPER : - U B.G STANDARD 14-1. OLD&PAPER - STUCCO ...: 2' ELAS7OMERIC SHEET ^.� ,<xDOWN FACE W ' Q&RVAlkS AM PTALS QS IN FLASHING MATERIALS 9400 S14ALL BE AS AND THE PRACTICES OF THE RIFTED BY of VAPOR BARRIER px4 HORIZp�,�TALL Wpppppp - Wa TETRPROOFWO EXTENDBNBULATIg1 11RAWN BY: . AA g� BACKING-TOP.AIIWOINT AND ADE ::RoENW:DBY: 1 BEPHMW WOOD OR C AT OVER BOTTOM W/ T CCO KEYS BARRIER A NO_ED OCCUR8- ✓�` ••a YAAYrnT GR MDAEPTEIA C ONMETAL HEAD FLASHINC,ELASTCMERIC SHEET WATERPROOFING E1C - .iSIBIDG UEW. •-.s�+r QQpp�L p gg yy . STUCCO MOLD ..RI010 FOAM TRW-SIZE AND METAL P'LA9FIING CAP T T,T Q Hpp pppppp T DETAAS FOR A�IEIONAL BNF FINLSFI MAIFRIM;S BED16 U9ID.Ri}FR,TO J PER ELEVATN7N8 OVER '8LOPM LATERALLY TO DRAW — W BACKING-TOP,►RDPOINT AND STUCCO WOOD STUCCO MOLD BROWN COAT.NiBTAIL AWAY FROM WINDOW/DOOR '!a'. BOTTOM �^ - - + LDp.PAPER. MANUF.INSTRUCTIONS APPLIED SHUTTER : O TOM W/STUCCO KEYS GYP.W. ELASTOMERIC SHEET • :. -.AND METAL FLA88HW6 CAP `JOB HIWBFR: -FOR OMSTRUCII011: W WATERPROOFING SEE ELEVATION$ APPLIED SHUTTER 8TW00 -., 2M1100 ► > MgSTOP E-2 BEAL - 'EXTEND ,;. ' ELOPED LATERALLY TO DRAIN PER ELEVATIONS : 'r. _ - ORMASIAN THRESHOLD PAN FLASHING DOOR JAMB WIND BEYOND TR AWAY FROM OPENING ONIFILEMIE: �,,, Q �24)3 A 20 OW JAMB @SHUTTER 16 WINDOW JAMB @ SHUTTER WaVDOW S� T. STANDARD FLA MATED a RA-roses '9•.r-0. .. . L - 12 A�uc ..` .. ' : .?t-.NMI: S'- a•-r-o• AT w _ V STUCCO 2x TRIM BUILDING PAPER TUCCP 2x BACKING STUCCO j OCOUM.. IX BLOCKING —BUILDING PAPER INSULATION BLOG.PAPER WHERE OCCURS 2x FRAMING ELASTOMERIC SHEET �-/_2x P.T.SILL PLATE 2x BACKING WATERPROOFING OVER WEEP SOREED z O 9D.— TAL FLASHING GYP.SO. BUILDING PAPER OVER GYP BELOW 67UGOO DIE 5: V2"EXT.OR.PLYWOOD SLOPEH DRIP f TO DRAIN WILUAm HEZMALhiALCH 2X FRAMING FLATWORK HERE OCCURS _%WD.FTRIM -------------=SUiLOiNQ PAPER, ARCHITECTS I N C. 9yp."0.- FL V. K FINISH GRADE "RAGE 17875VONK&MM SUITE404 RVINECA 9314M 'DOOR 00 250 OW7 �vhffdftdtam fox 949 250 1529 !.0 FLAT 2X TRIM WS H0PfW RQIID 34 AFNSANTON CA 945813-W SLOPE TO DRAIN WHERE OCCURS- WITH DRIP CUT OLOG.PAPER la 125,163 1. 7 FATHER INSULATION ELASTOMERIC SHEET HEADER -----------*01STOP E-Z SEAL:, REAL W WATERPROOFING-, -r 'A EXTEND 6' GASKET A 4 o, I : •, . BLOCKING BEYOND TRIM 2X BLOCKING 2X BL LSTUCCO NUF.ADHERED STONE VENEER OVER q BLDG.PAPER 113ROWN COAT 4 SLOPE INSTALL PER MANUR VAPOR BARRIER A c A . A ------ INSTRUCTIONS LANT COAT OVER -K- 4 4 1 90PINS'W&D RIGID FOAM TRIM -SIZE d BLDG.PAPER STUCCO MOLD P CONTROL JOINT/DRIP BROWN ELEVATIONS OVER a GLASS COAT. INSTALL 90FRAME BLDG.PAPER PER MANUR INSTRUCTIONS WOOD STUCCO MOLD f -)SLIDING GLASS DOOR HEAD STUCCO SHOULDER @ STUCCO SOFFIT GARAGE DOOR JAMB (5 STUCCO SCREED TRIM AT STUCCO STONE 17 1 _T 9 3-w W-T-O' moo-a-m— _YC awDPSR 3•.11-0. -- — 03r3 BGH1 S'DIA.STEEL WINDOW FRAME —MANUFACTURED V? POST W/CONCRETE ADHERED STONE ci , SLIDING GLASS FILL VENEER OVER VAPOR BARRIER DOOR FRAME 7 ca . LL: BROWN COAT. INSTALL PER 2x FRAMING CONCRETE$LAS MANUFACTURER'S STUCCO SLOPE TO cq CAI TRUCTIONS INSULATION s Me DRAIN 3/4"MIN. _2x BACKING BUILDING PAPER WHERE OCCURS LDING PAPER ELASTOMERIC SHEET WATERPROOFING —2x P.T.SILL PLATE EXTEND BEYOND TRIM GYP.80. GYP.SO.— /—ITAI WEEP SCFIEED W/BR C) INSULATION GYP. BD. IZ COAT STUCCO L0 FINISH OW WHERE OCCURS .......... ORK .4i INSULATION STUCCO OCCURS EXT. GRADE WHERE OCCURS GRADE PLYWOOD SLOPE 'FRAMING GYP.go. CA) C) R OF T, ISTUO00 r OR COO T R OV Fc OV AM . INSULATION-- OV,T� N� PEI! E.EV.. 77 7 4 WHERE _BU1I a 4 PAPER OCCURS 04STRUC TIO 48 c ------ PER F AN --BLDG. PAPE4 ILL. \—STUCCO CORNER BEAD 2x MOISTOP E-Z SEAL 4 FRAMING • -STUCCO 12-DM VAPOR BARRIER Uj STL. PIPE BO __q�STUCC SLIDING GLASS DOOR JAMB A� LLARb 0 CORNER STONE VENEER AT GRADE NOT USED WINDOW IkL 14 "T 18 10 2 P 3 3-n2 a-ssQNO3 i I sowa-ew AU1LDfNG PAPER L is 2x AT EA.SIDE _T_ C.3 STUCCO 2x TRIM 6 GYP.80. APPROVED BLDG. PAPER OF 8x POST GYP. 80. • METAL FLASHING STUCCO DOCIR FRAME BEYOND C) WHERE OCCURS SEALANT —FRAMING PER 1994 USO SEC. 2320 2x BACKING G.I.FLASHING LET p TO POST STUCCO -v U- 2x BACK —BLDG.PAPER FINISH FLOOR C)2x FRAMING 3/4'PLYW 2x4 TRIM BRICK VENEER HEAD GYP.80. BACKING ROWLOCK COURSE PER ELEVATIONS SL SLOPE SEALANT SLOW GLASS Q1 DOOR FRAME SLOPE • SET IN SEALANT WOOD CAP GARAGE CUT TO FIT cn LAJ CD c DOW (SLOPE TO DRAIN) _5 2X P.T.SLEEPER ELASTOMERIC SHEET BUILDING PAPER CC WEATHER WATERPROOFNG INSULATION STUCCO O/HIGH DENSITY C) REAL W.1 1x3 FOUNDATION GRADE (MIN.6'LAP)9 WHERE OCCURS 2 RIGID FOAM TRIM RETURN UP POST 1. SEE REDWOOD Lu 5 GASKET EE ELEVATIONS HIGH DENSITY RIGIO BUILDING PAPER FOAM Trd -SEE METAL FLASHING PAN APPLY ROVIDE MASONRY TIES EXTERIORI MECEVATIONS WITH DRIP BET IN EALANT 5x6 POST PER UlLr REQUIREMENT —im SEALANT STUCCO P a BEHIND STUCCO I L_�—_ I 1 4 FLATWORK *W WILLIAM HEZMALHALCH ARCHITECTS, INC_ BLDG.PAPER IEE U.B.C. MOLD MANUF.ADHERED NSPITTION 1403.6 FOR • VAPOR BARRIER STONE VENEER ANCHORED VENEER I FULL BRICK VENEER REQUIREMENTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,MOISTOP E-Z SEAL SEE PLAN A EHANGED.ON COPED IN ANY FORM OIL MANNER WHATSOEVER,NOR BLOM 6 BLDG PAPER WOOD STUCCO MOLD WOOD STUCCO MOLD 1.TFUM \\\�--METAL LATH -19 _STUO00 THESE MANS BY A THIRD PARTY THE THIRD PARTY SHALL HOLD _%11UJAM NEDULHAUCH ARCHrr.M W_HARMILM CONCRETE III,. 00 IMCFT..GARAGE DOOR JAMB ,(g 19 15 11 7 STONE COLUMN BASE MATERIAL TRANSITION SOFFIT GARAGE DOOR HEAD SLIDING GLASS DOOR THRESH. �3 "; REVISIOS _^Ns( ) N AA-3-Wd 1-1/2'-T-O' 3- WW $-"Tam DATE DMIPTION 2x TRIM BUILDING PAPER 2x FRAMING BUILDING PAPER _A(c Lu -2-01 2x P.T.SILL PLATE IG WENT RUMORS G --GYP.SO. 2X BLOCKING —.6 �L&TRWDJHEET INSULATION rg 2x FRAMING 2x TRW EXTEND AS NOTED WHERE OCCURS PROVWVENEER GYP.Sm 2x BACKING S ASONRY TIES _8LOG.PAPER PAIPFR,'� �,�"Qqf GYP.GO.— 2x FRAMING j, 1e, Lu GARAGE REQUIREMENTS o tx BACKING AT C DOOR INSULATION— SHAPED 45 DEGREE GYP.90. HEAD Ix FURRING AT WHERE OCCURS 161.D.C.HORIZ.MAX. • STUCCO WEATHER 0 1= I SEAL AND he- 4 GASKET A POLYURETHANE PAPER CC BUILDING NOTE.SEE FOAM PROVIDE I rj WEEP- HOLES AT "D.C. f1K SECTION 1403.6 FOR ANCHORED VENEER r ID 4' 7 REQUIREMENTS COLOR COAT OVER uj RIGID FOAM TRIM A D.— 2x P.T.BILL PLATE FINISH GRADE IF OLOR COAT 0 STUCCO GYP.a 44 SIZE PER ELEVATIONS RIGID FOAM WPSIZE OVER BROWN COAT P 0 V T BUILDING ER ELEVATIONS N DESGIR: D.W. 4 SLOPE INSTALL PER MANUF. v BROWN=. -PLY G A A INSTRUCTIONS I I ARAIIIII ffY: 01 I PAPER Ix P.T.FURRING TR .APPLY AT BASE 4 . A ALL PER 2f SEALANT A WEATHER BLOOL PAPER CSTRUCTKM, gy. BEHIND STUCCO 3 1 cn MOLD .15T Wx WT.SWARAL: W13-0 MANUFACTURED F.F. AGE ADHERED STOW .4TWC0 MOLD A pm 11-11 1 . '.''. . I _. 4. A VENEER OVER BROWN METAL WEEP i�� , I'll %WCR SAMER W"RY&OC4AT COAT. INSTALL PER •L WOOD STUCCO M" F PAPER Ir 180 z 1 11 TFW T=R Fu DO 4 A 20011 SEALANT -7-7&TV FIT T TO CONTROL JOINT.'OW CA FU KIM: amuM swoco W _&C�IPE FATHER SEAL ;m WITH GASKET DAIL J. 2., D Aml GARAGE DOOR JAMB GARAGE DOOR HEAD GARAGE DOOR JAMB 24 STUCCO SCFtEED AT FUMED BASE 28 BRICK VENEER AT GRADE STUCCO SOFFIT ........ 5-01 4 0-i 'sum W-11-01 :y a { C' , .- ..c. .'. .. _ .. • -NOTES RAILING TO . .. .,... ,... n-. . . ..RESIST APPLIED . : .......- .. .. .. BINIFLOOR �� pop ANORA{LWTO MEfT PER STRUCT - ,• .. LOAD3 PER UE.C. 8H :.. - O PAPER qOD REQUIREMENTS .: .. �LAL / DRAWW68,1 AND o REO HUBiEME�NT9 t„ . rn ".- :;. - V4"BQ.BALUSTERS IV.� ✓. - i ACED SO THAT A 1D-UAIQ4TR EXPANSION -. H106.PAPER P"S BPHERHE CAS A;.: SL PLYWOOD sTucco `• FILLWITH a m TtiE/D8II/ILLIAM HEZMALHALCH VAPOR BARRIER o A R C H I T E C T S I N C , FLEXIBLEEALANT ,. 18ULLN�08DE E�DOES IM404 RVINE G SZ 4d255COLOR COAT OVER RIGID FOAM TRIM- iW 280 DbOT tex 949 250 1528 SIZE PER ELEVATIONS- ,.. 3/4"DOVE MOLDING 93 HOPYIA0 ROAD 32S CNG 915BB85Z7OVER BROWN COAT. - EACH,SIDE OOD 225/83 1700 _ ♦a 925HEADER INSTALL PER MANUF. -1#ADEN - : ._ INSTRUCTIONS VAPOR HARpIER JTVGYP.BD. � WOOD FLASH FLOOR TAL HANGERAT EACH$TRW METAL LOUVER METAL LOUVER {¢x14 STRINGERS PER 9TRUCT.DRW:GVENT W/ BUG SCREEN VENT W/BUG SCREEN AAT EACH ENO&MKWAN 2x14 STRINGERS D AR81ZE PER ELEV. SIZE PER ELEV. EO.0 ENDMAX AND MOSPANMIIL5/8"TYPE'X'01P.BD. � NO OVE " - AT ALL WALLS AND 5/8"TYPE'X'GYP.W. 3 CEILING OF ENCLOSED AT ALL WALLS AND * NO. 1 - USABLE SPACE CEILING OF ENCLOSED "V UNDER THE STAIRS USABLE SPACE UNDER STAIR _ :- NOT USED n NOT USED nLOUVER VENT HEAD 13 LOUVER VENT HEAD 9 HANDRAIL 5 STAIR AT FLOOR 171, -- 3'-1'-0. s-0VH., 3'-1'-0' METAL LOUVER - 5/8"PLYWOOD L� - VENT W/BUG SCREEN 2x BACKING RISERS i SIZE PER ELEV. SHAPED WOOD RAIL 1 1/8"PLYWOOD 2x FRAMING TO MATCH HANDRAIL AND Y' TREADS - ✓L TO MEET ALL HANDOMP TYR RUN `.(n NOTE RASING TO REQUIREMENTS 101,U.N.O. 1/B"EXPAN810H GAP. ;N 2x BACKING RESIST APPLIED FILL WITH FLEXIBLE ' LOADS PER U.B.C, SEALANT-TYP. • - CODE REOUIRFMFNTS o t 1/B'8Q.BALUSTERS -;� O SPACED SO THAT A ((�STRUCTURAL AND 4"DNA. SPHERE CANNOT x xBIIOF DRAWINGS) PASS THROUGH OPENING < � m LL NO OVERCUT8 - .. ..� _ FINISH FLOOR _ _ IM ] 2 STUCCO ` SUB FLOOR �� � t t g .2x4 PLATE - LU N .•. .'. PUILDING BE PER . FAPPEERR 1x CAP W/BLALNOSE EDGES2x14 STRINGERS STRUCT.DRWGB. .. STUCCO AT EACH END L MIDSPAN �� "G� VAPOR BARRIER 18"O.C.MAX.) ,Q O 1_7 BLDG. PAPER 5/81'TYPE'X'GYP.BD. S AND TYP. VAPOR BARRIER 3/4"COVE MOLDING CE ILLNG OF ELNCLOSED METAL LOUVER VENT USABLE SPACE UNDER STAIR i/rye COLOR COAT OVER WITH BUG SCREEN - —GYP. BO RIGID FOAM TRIM SIZE SIZE PER ELEVATIONS FRAMING-PEP BTRUCT. PER ELEVATIONS- OVER FLOOR FRAMING BROWN COAT.INSTALL I -� SEE STRUCTURAL - PER MANVF.INSTRUCTIONS I � NOT USED NOT USED LOUVER VENT JAMB GABLE VENT JAMB GUARDRAIL STAIR AT LANDING z ,o 22 18 14 10 6 +1so-am 1-1/2'-T-O' art Q - W J z Q � Z METAL LOUVER VENT C_') r - WITH BUG SCREEN /- VENT W/ BUG SCREEN SIZE PER ELEVATIONS _ GYP. 'j= C) METAL LOUVER I LUC _ : SIZE PER ELEV. �/j O cr TREADS AND-1/811 �IIBrIB :"ice CD - ¢ •-J 2OU91LL LFOAM L J „Q C.� ' [ DOUBLE COLOR COAT OVER 2X SILL � O RIGID FOAM TRIM - SIZE W 2x BLOCKING PER ELEVATIONS - Z OVER BROWN COAT, CD INSTALL PER MANUF. - ' INSTRUCTIONS VAPOR BARRIER VAPOR BARRIER BLDG. PAPER \ 04001 WILLIAM HEZMALHALCH ARCHITECTS. INC. 6/8"TYPE 'X'GYP.80.ATT BUILDING PAPER - ALL WALLS AND CEILING IRUTAM HEDAAJULLDH ARCHITECTS,INC.EXPRESSLY RESERVES STUCCO OFFAECECLIAbER STYE ITS COMMON LAW "PYWfd7T AND OTHER PROPERTY RIGHTS 4/ IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED. G IWI OR COPED IN ANT FORM OR MANNER WHATSOEVER,NORLo .3 ...'a THEY TO BE ASSATIED TO A THIRD PARTY'MTHQIT FAST WAR" i 2x FIRE BLOCKING �:TKWRRTEN PERA6gON AND CONSENT OF WILL M HUMN1wcH �ARICH ICTS,INC.IN THE EVENT OF U NAUTHOPRED REUSE OF Q .4 STUCCO THESE PLANS BY A TWRO PARTY.THE THIRD PARTY SHALL HOLD ,VIIIIAM HENAL.NAGH ARCHITECTS, WC.HABAIESS. T yti DO NOT SCALE Fq_AINS 3 NOT USED 23 NOT USED 19 LOUVER VENT SILL 15 GABLE VENT SILL 11 NOT USED 7 STRINGER AT WALL 3 REvisiorvs Q a-aVGFu1 3' 1'-0' s-ore+ '?I0. DATE DESCRIPTION WINDOW FRAME BUILDING PAPER -- 5/e"pLYW01�¢ 10-2-01 CLIENT REVISIQJS_11J STUCCO PREFAB OLAY 2X BLOCKING a 'BIBBRS TILE ACCENT BIDG,DEFT.CONR: �- ELASTOMERIC PER ELEV. SEALANT T� SHEET -'7 1/B"PLYWOOD i _ WATERPROOFING I———— —— 1 PRE-FAB MOLDED - ` o r {., `U E r .. '•. _ _ - SLOPES 3/4"PLYWOOD FLANGE -1 0 ` t _ NAILING ACCENT .. I - - NT W/ L{Ey SHELF TOP ' �,U.N.O. V! EXPANSION HIGH DENSITY RI '�" FOAM TRIM SEE � -- '� ,. :. .. ' ELEVATIONS '-SHAPED 2x4 I _--'--- .: BUILDING PAPER SECTION ROOF TILE 0/ .---- .. -- -- NO O --.- ,. - TrrVEAWTS MANAGER:" DB 304 FELT 0/ 1 STRINGERS _x' M r _71: PLVWD ROOF _ RiGEDT 8HT•0. SEE SECURE PER DA ROOF PLAN E[EVATION BRAWN STRNNGERB o % ., .. - :. 21 2x4 P.T.PLATES AT EACH END : O.W. Ijj AND N \ 15 8"OTYPE W STPUCT.DRWBS,, - ,- - ;�• - --: ...... - ... GYP.60.AT ALL ' .. V4'XV4'80•GI SCREENED MESH .- ,,11 ASTOMERIC WALL AND CEILING OF HEET WATER USABLE SPACE .J i• _ - ..... - T. - � BIRD STOP E '-1ST DFPI.SUBWiTAL. 1 E��xOE�IND16'INiL ' STAIR ... `.. c :.. ,... NOTE: ..-. t .. .. .. .-.. _ .. .. .: . Y - - . .. -BE ONO NAEJNi a J�NUMN31: 2001150 �.. CONCRETE SLAB .:... '.: :'.a-:., '_. ',. :. :.. _•., - - .- .. - -;_ _..:. ... -,. '.. :. ,. SEE ELEVATION FORFLAMM.. .. _ ACCENT CONFIOINIATIOK .d STUCCO --� `�..GIDR;fNNAE: 2011110DN.DM6 . _ BUILONW PAPER"F. NOT USED NOT USED NOT USED STUCCO SHELF TILE ACCENT .: STAIR AT SLAB _ _ 24 20 16 12 8 4 D4 . . N -10 5 01 ,o 3 r-0 NxNK1-TaACN s 1.7/Z r-0 : , _.. r _. x: 7-, CERTIFICATES OF COMPLIANCE PLAN 3 PLAN 2 PLAN 1 MANDATORY MEASURES .......... -tERTjlrtcATr Pope I Project Title. . ... Plan 2 0 Preject Title... = Date..0e/10/01 10 10 51 Project powrsA. ...... E::=Terrace - ►reject Address....... E Terrec .... --------- E� A A I CERTIFICATE O COPLIANCD RESIDENTIAL Page I CF-IR Nudatory Heasws Oeddist 1 "centci W-IR D--nt.tl-Author- S..Mal- lawassocis I Bulid..9 il ------- E _. 6. D.;:7708/10/02 09-43- 4--awbat.An ANSILIAur... So.ft. asaiiawasis Id..9 P'-A A -Y to F-101 Ci;.�k Dii; As : Add- r�::-Tahrroc. St"A"'"t""a"" I'_1 CA gnte A hor. POE.L"i"To'MIE to F-101 : Plan Check;7F.1; : -. 1 -. : 34 1=YIZ7S.I E ah,41,al. I ------------ trine, CA 9e6l$ C(_to Zone. 94-789-7221 4 FI*(d Check/Data A Swicu-int.1-Author... 3-me. Building P-It WHO=We Can-fiflut,OF this ------------------ sonent P. Z I ttml*"Astawas 789-72BI A Conpi .... .... to ',',_3A5'r-=r!YPr,`Ay"`s..t.F-101 I noted doll 61 isswildoweal part AS b.ndIng A -Ali= Ellwast.Zone....... 10 -------------- 1.-, CA Se6le newcato-Y awassawnt anithe, ass shown. .I-in AM Ab000ns Aw, An.,AhAwIst.1, TM.E24e`AFGYC0Na1TANTS apt,-Mathisock..... MICROPAS6 v&01 Pi ....... wAICROPAS6 6.oi rite-2i2o"22 Wth-CTZICS92 Prog-FORM CF-IR 949-769-712121 ctinate Zone........... 10 --NIC;W'A;;7'o't*ritA-ateogmat Wth-CTZIOS92 Program-FORM CF-IR U-411-MIP0940 USA -H-taga,Energy Group Run- Us.,* .... -------------- --------------- C.'sill anct". ICRaPAS6 v6.01 far Me!!. y.==� Inc.. Run- -------- Aw. 15375 B=anca Pkvy. GENERAL IMFORMATION 1 HICROPAS6 v6 01 F,i.-2IZ0"II Wth-CTI�0$98 G%T- -IR U-Users-MIP0940 r-M.,I t 9. argy fl��CF Suite F-101 ------------------ GENERAL IK•01(/NTIO/ cam,t.anwhs r,-Arr. ... eo%of --------------- hitil.1,E-(W Meaasys Cand,t, ..it Floor Arta..... 2330 Bull Ad, Type.............. Single FIty Detached f V P Type......... GENERAL-INFORMATION Irvine,CA 92618 Corwat,:,c,I Y� NSA GENE ZWO04ATION A 1150(.).ll.nli-Is.,I'm'nastatias Build Single Fw(y Detached'�hg Type ----------------- C- t.- No. B.I A d I no Front or I ort,t A an. C,rdimi -N,E.S.W Conall A onsed Floor Area.. 1953 son L. T:949-789-7221 Building 'ant r CandinaL -N,E,S,W Hurl- of D-1 A..,Lin I to... I I IWIA) -fill awelltion nenufactawar'.Isalwalval Nunaa;of Stiles....... 2 C%lslIallng Type......... SI,,iQI.Isiolly Dot.dwild ".1kawr DAN't=Q Units... I A_ - . ....... NSA 11(12XO-Minlaun R-13 at I-R.U.1. �fread Wt,A,AWIssland 111 1,canal Answel MILS F:949-789-7222 Muniarr of Star ........ 2 Floor Construction Type.... Stalle 0,Grade "' type IdInat -N,E.S.V Ft-C-truct.-Type.... Slab On Gracile 6:.�ng P, n - - - of ft-area 11,1(ding Front lent,tion, Ca Afte;wt apply to ntrriw as wits.. ".0% 17 0 X f-F oi orse, U 1 0 35 B"'h'_ Number of Darr A�I no Un Its I IWO,Oinlown IF13 raise floor Inaulathin In Anshad flows. G�'s:Z 0135 14hulon, f Star lea..... L X of f, Averept t a,35 go r Gtivr:ng SHGC. 0.35 A-ga,Cei ling!Might..... 9.3 ft Floor Construction Type.... Stab On Grade JIMA),Stab AIDS Iniulatim-water abscrolan mt.na VNwitir Ven QX Antar repo-inewasholowi Averape Cc ding Height..... 9,7 ft Glazing P.rcentise!......... 17.9 X of f Icor mt@ no AirmItir tan P 0 ponvinch. I/A BUILDING SHELL INSULATION ... 0.35 Btu/h,-Sf-F -9 E." 0 BUILDING SHELL INSULATION ------------------------ 16 :rr" ..... 0.35 Inaliattetypralwaftrat ---------------------- Component Fr... Cavity ShoAthino Total Ass.hbky Awalrogis Cc it I rig Height..... 9.5 it it T tat Assembly __T!!! Typo ftvItue R- A uE R--i-U-f.ct--L t.on/Con-ta, ant Ciasbat, to=* Front it',I-y R-*-I-U-ft-L-.tl-/C- ----------------------------------------- ---------------------- BUILDING SHELL INSULATI�N 1116�Fa TowItathall.hdats,Ealsw0 ins------------------ SI.blIdw None, R-0 R71, f2.0.760 ----------------____ . 1.DaiSs and window,between Canditioned and ccowim.V-0.4 to.twit Nov air R-0 ls� F2-0.760 SI.bEdg. None R R n F2.0 510 t F CA Sht-thing RT�0.ka, AS.I.WhIs A A, e AM in_V. C=W., t 0 R -0 C=_ Trans ft�_' Ot-tua, - (_' U-f ctor Location/Cervan,s Llailws C."bEEZ None -0 -n/. Fe.0+510 Wall Wood R-13 R-/,. o am ------------_YP" -------- ----- ------------- AsaAwad.4-1" Wait Wood R-13 M. O.age i,., Wood R 13 R-,/, R-13 0 064 R 3 0.064 W.I4 0.047 SkabEdg. None R-0 :n/. r2_a.760 115D(g)-V.W buivan;wanillattry In C(inte Zoom 14 and 16 only. x F IoAA-E.t wood R-1 3 R-"/ R:13 N__F PT R_" R_' St.bEdgas Mona R-0 R n/. FZ-O$to Roof Wood 19 a-./. 19 0 047 Door Wood R�. Ii-a 0.330 11, 0 11-^/* R:13 0 age 1130(f),SWI&I 1411trition lawin,4,041ad to amity with AM nects Cannissia,VA(ity standahis. Weed . I R- it 0: FENESTRATION Wl Wood 3 0.064 Isear Wood R-0 -h/. '0 0�330 ----------- I-E.1 .133 1-/. D'- Roof Akwad R_1 9 . R-29 0.047 1 IW& Insts(letle,of f1r.1twon,b,=tlw lisis spit liewca and Gs Log, FENESTRATION 11- W ,-a A= ------- Arao. U_ Extar mg/ cod R-0 0.330 1.Ran ad heir Ist Z hang/Lac&AIkon/Connents C-.1al Over- Or i Innt.t. (of)__F tor SHGC She F, h But"* '.%bA.'An danpow, w Pwin,( A- U_ E.tiprlor ---------- -------- - ------ !E!!STRATI-------- F A.d.W Anal-Ai ?:Io!tation (sf) Factor SHGC Shading Fins Location/Corte nts W.m Back <S� 50 0 0+3W 0.350 St,mord Non, clue I pers,yi-tGA.. own Do a ---------77-______ ______ ------ ------ _Ak S 48.0 0.350 0.350 St,med No- dual pone O-r- wo-nusil 0.Pilots.1taoss. W IN AS 6L.0 0.350 0.350 St"mard None due P.- ny Gtss 78.0 0.350 0.350 St,ma,d Yes duel pons, Y Bac k D-witistl......(.F) Fact-SHQC SIndIr'I9 his A,,I u- Ex Vlnd .k S) 65.0 a 350 C 350 St.nolarci Y.. = P. ins-A,GI.. D_B=kt(S'l 1.0 (1350 0.350 Stoma"Yes dual p.- Iny:: R:, IS., PIZ vinyl-ter W_Al'. t ' 0.3113 0.215.It.Ild None, due =1y ------- ------------------ ----------- Do-Back (S) 08.0 0:3 0,350 St.mard None dual P_vinyl-leis ht 1W 2 W,nIs Back AS) B&5 a 350 0 350 Standard None dual, paneyi-toGies R.gl 1 11) 11:1 11:331. .350$1.nalerd ny-__: (P. y�:�.* Cl.: W I ne 1- ND 45a 00 O�350 0.350 St.rd.,,d YEA = p""� R 20.0 0 Al 0 Z_y ar:.': 0 50 0.350 Stft,ch Y.: 61 p.-yi-lGA W t:m Front(NI, e0.0 0 350 0+350 Standard Nons, due, As. Door Back (S) 6. 0.350 0.350 Standard Y: dual gam W:m F ont<H) 72.0 a 350 0.350 Stoniaerai Ye Aft , Winal k (S) 20 0 0,350 0.350 Standard Y: dua Po Y m L E) 62.5 0.350 0.350 St.m.,ii None dual p- Cie. vinyl Ix plows 1T`-`-1 V M L;ft <E> 37.5 0.3 O�3W Standard None PIZ D-Back (S) 40.0 0.350 0 350 Standard None dust pam vinyl-1 aw-,Die: Wind Left (E) IS.5 0.350 M350 St.mad Yle; dust P, WW:m 11,191, 16,0 CA,350 0:35 Standard Y.s dust p.-=Z_:.*:_:" p.-�inyt-laGi.. , 1,(W) CERTIFICATE 13F COMPLIANCE. RESIDENTIAL- CF-IR W,m A,- (N) 62.5 a 350 0 350 Standard None dual P.-III Y 8�.*. DeAn" W,nd (AS 14.0 a 350 0.350 Standiu-c!Yoe duo� P.-lv:gy�:�..:Ole 6/10/01 10 031,!2 - : DESCRIPTMN CERTIFICATE 13F COMPLIANCE, RESIDENTIAL Page 2 C"-1 ...... rid Left (E) 45.0 Q350 0,350 Standard Nom clue Pam y A, a Space,con'litlaning,Vale,Heating and plusialre&,at"Rawashow Project T.t(........... Asian,3 Date..08/10/01 10 10 51 ------------ Z .....ZAAA -------------------- Ar CERTIFICATE OF COMPLIANCE- RESIDENTIAL Pape e CF-IR ZZ A;;; Do Stab Type to OWIO1Oj 09.4a 46 111A 113A HK Wipsent,color PASIAM alwaseloods and fesucts-AFIAII by Us Canalsolon ------------- is Project-Titt........ :1121.1 A A, ------ A Most--I--1, Awass-I-a-S sy-t- "A,'AA1WE Issawasal Standard Stab 10 !��B SURFACES A S Wan" A Hosilit.hast"'" '�:'es"i Stab Type (A HYAC SYSTEMS 1,11IJ= PIPE she 7.&1- A, adaTlT bj;j6Fac latiai Stiamd Step 1052 ------- 1. LT. 5!nost AS owt-Ity whipped Ith'=I. Eq, Reflw-nt Tested ACCA Stab Type CAI` AC Y I PIIIA't MI'l_ c1h,I1 Duct Duct Duct Manual Therrostat --------------- --_ ?.Flnnt 3 Fact of pipes close%to Astw hislar tE1,, systansI Infutated(R-4 W Limiter) MY _S STEMS Type Efficia,my Air -at,- R:-t-Leakage Typo Standard Stab 932 1='tas"tr.. nMI tanl,"or.1%...d,rt list wath,tinlas how,0-12 a Y&I.:m L --------------- -------------------------------------------- 'Is, Refs .:�t Tested ACCA I- .it =-t- -(at,- Duct t 111 Thernostet F_ 0.1100 ff� /, Attic R-4:2 No No Setback 14VAC SYSTEMS Equ,phont Win' on"ll.: Location R--.I-L.Akaq. D T ACSplit 10.00 SEER No Att R_4 2 No No Setback ------------ 4.Atllb�:�� I Fq3 r1m 1.-Imlating sections F act water syst. Type Effici ancy Ai PIPIng t�aw F I C.'% 'at" Tostial ACC 0.000 ArLPE h/ Attic R-4.2 No No Set ck M. M t = �; 38, Iltuh Equ I pawint 1 M.. L-.tl- R-awitua,peront LD_ Me-.I th-.tt L 1.-0 I-Awled list-hwaflng-as"A"ect hot watn,tank -4.2 No back Lead I A 5(SarnsIblia),35,419(Total) ...Type E ficlemy Air Leakage 1) Type III ASOI" kKts"'F-M Iiislaltal-Ild Was 1-1.1cal,to Anat this railithat of ft 19M OE-I,-G&LAM,AC$pt$t 10,00 SEER me Attic P No Set -- ------f ----------------------- %I durts And pt la,iIii-H-t.rV- 42,307 Itun 4.2 No 604,ond tandens!6-3A 4.1h;I-I.td le. Inl-Installil trial of 114.2 Aw� -Ir =y Note The tooes,an--only of the11:6-affqcti'?t:V':qk selection of Furna.. 0.WO AFLIE h/. Attic R_ No So .1k A, ACSPii t 10.00 SEER No Att c R-4.2 No his, Sti..k ��,Iwad j', twklml ZV4_t:z' As swat 11=AC Arq..pr,t. at",relevant design factors A W 4(Sons,b A A),37,157(TaIL.I) Ing outdoor design t nP r,tw,,, L A'L.ng, ..III,I I ty of eve I pnona' U 'sa'_ A a "As C_ La" 1 96 ,.pens 7 A cons CIsoting Load 763 b .34,516(T.t.t) Z 14-1. ,`5-�=Qv' K A I als'ed. I t I a the HVAC alow;A Alm,'A NInI-MAat1r&L=S37,551 It .t Jo in No In Th. Jests.iah- of the critswrio affecting the AEL&CtIon of faty .'Q n' At" also saw WVAC Aulphont. Other design factors such as all flow re�lr to ' _t An. 4, act b ty to cac,,t A factors 1nI..I.ct.lth,MIFAC quIphin.t. That And disallands. I Ity 0 0 P O:m -M. earn outdoor swc,'gn Indio hl2.*L is vaud to provide FCF I, I na A A.t.-C.rt1flU, Note. The hoods Am—ar:'A�tywoof th.,crl.t%,. ff,h:t n?,t PF ASIcA whas AS =Awn safety MiuT4n' be ca,dc':'."It �.thfHVA`C'".'Qr'. P.r_t. t be ',dA,t h%�:radnq Site prior to Issuance of the occupancy -pons b, ::y to c-,d., I( factors Shan saI t. T!,,st The Cr 6R I not q. f, I t Sb1 A tte A. I t I,t,wd to NVAC I P-t. Other r _ do.,gn le Aar such is air I*reqlrorwaints, ."Y A...... i the HVAC mpn J'a t,At,tj,,of qpnt that X"the a,ff&"Y row'I-Anaints of the tda:�'doslgn t..p..tur.1, 1*11 *,.liability F IsquIphant. .-IAI.Ing new. R/A ricau -6R, In I's t(dtlancartf Ic.t.' eta ou I t H AC line I rid,�.dua I Ired to provide Farm CF r' S 114.P.1=Nowfing Systans w EW,PW4 the V SIC d:" Isnt. That to Is:" f;� "A •t..' ""s he which Must i.CMt.d at the blidIrl it.prior -of the Cc-.ZY arPI.dt.t.- WATER HEATING SYSTEMS A yn.ZIMI�11..-Id-.11 S. &,Stan 1;ow,tIfINI with 7M thewal ofFICIP","f salteli,wasill-p operating Inginsictials, parmit The -61A, is note Iwqvle,tw�or it a Itt*t� It IS Intended -6R Ism'.4v QuIp, t permit 1h.tatlet- t effic,ancyq-,nents of Imd-'It Is requIlsid to pr.d.Forn CF In I-C-,,,",.t tight APscipt'ance of q.'P-m th" Nu, T, E,term A An'-must . be "It the but ' 'd'rg a'*' Issuance of AS occupancy a Systan is Installed'Itl' WATER HEATING SYSTEMS nAr Energy S= Insulation "'t. The CM 1.hot r.q.:r.d for perp'll SZI1t.A, .� still mad to -------------------- Tank Type Heater Type D,,atribut,oh Type Sy.t- Fact-_�?!0 R:-t- ins that-.to the ff.cl_y'aa.,--.*s of the S.At iscat W pipe let-fIllor ses aster fir Full- I.hawflng. R/B P4 Who. Tank, E.t.,- ------------------------------------- -------------- ---------- h.Cann,fix,t4w pw(fi ar aps. In Energy S... Insult_ St...go Go Stoma is 1 0.60 50 R- WATER HEATING SYSTEMS I pool slats,has dinactionai Wou am a cimiation pip tim sallsh LQt yt ImatishI,Typo Distribution T!!! Syst Factor (pal) R-tua, A-1-Water Let-G52_5oT38-3Wl3R EAALAAL) -------------------- 1115-Ges-f1ral-tri -,p.1 hfttrl*a Nunb Tank E.ter I aniniousty ticing pi at tight(Evaptlow calling appliveil th 130 Alsace.) ------------------------- ------ ------ :f Storage Go Standard A 0.60 50 P-n/. SPECIAL FEATURES AND MODELING AS TIONS Sym.. Energy S1.. I-t,st,an A-4C..We ter Howter GU-SOT36-314(CIR EQUAL) ----------------______----------- Tank Type Asset—Type DI!tr I ltlr_T!�._ F to, (get) 111-tua, "'t" -------t__ I - __ __ _ ----------- mabaw -h/. 4E."lal Ire,%lam,A="?1lAt11CV1%rIwAl=(it"N"-.ewflanil: I,� in this..ctl- heu.(d �Eaa�p-nt.d an the piano, ------------------- 1%In % .c Anchr 1" 'khm, C a �Fjcatjanw' S-a St.hald 1 0.60 50 R nCtAL_�!ATUR1ES_t!_MaIXLING ASSUMPTIONS nst,ited to.-faclv, and ASIA t Ivan Il.tea"Ataltor(IM-501`38-3WOR EQUAL> panel at an Al"to ft k"Is --••, IttM In this- ------ ------------------- SEA crifi,al during Pion check and field Inspect or. ... 115(Xk)Z.Rawe with,whass,w balhius, at r;tlw now at[out w .1th 1. .%.Ith An ff=.f act, Ad be docuInentod on the Plans, All AL FEAT?!E AN MODELING ASSUMPTIONS -Algo-27t-AsoUnsal Alt,ths;n t*IW C- If t�=I this hWI am This 1,,hultipt,orientation WI tdi,g wish no ai-Iontatrestrictions. !nCl S field an Th1s; P-tout ..far N.,th. ---------------- In I= halmosat I% t:7_ and so the"'."t"...'"'REMARKS ... It- In this :�.tlon $-to be docunrnt.d an the PA.. Nu-Ifl.d due lap plan mck ant Tito Inspect�-A' W ... ...tatted to he and CEC sp..'f_tI_ Am This is a Inuttipt;orientation building*�r mnt.t.-rtst-tA ----lifi.d d-lg Pf1.V.h..k and field In.1-t=' sae This printout is or the front facing Nor xs ---------------------- Th:: huttipl. sw.,I laing with-orlent.tIon�I.tlahs REMARKS -------------------------------------------------------- Th Pr tout is far the front Gating------- REMARKS ------------------------- ------------------------ ---------------------------------------- ------------------------------------------- -------------------____ SIGNATURES CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-IR Project_Tltle Elsinore=Terraces Date., 09,4--*r 4.6 COMPLIANCE STATEMENT _77a_"' -------------------- This cert I f.Cate of comp(I once lists the but I d A ng features°and perforplIoncie, IS 5 pec A de to comply with Title-24, Parts 1 and 6 of the C 0. f Fic"ItI029den".0 deg r 'a C f Regulations, and the admire IS trative reQLAtQtIAC;nS;`I,rto c. [dLAQ, Awl implement them This rt:f I CO, has been S19r,ed by the I nd I v P overall ver.1,1. design res Pons Ala I ty When this certificate of c0mPtI4/1Ce VS submitted for a single building pion to be built in muLtipte orientations,. any shading feature that Igvarled is Indicated An the Special Features Modeling Assumption. section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... --------------------- Name.... Sam Malmone Company. Richmond American Homes Company, Heritage Energy Group Address. 2191 5th St 8105 Address. 15375 Barranco. Pkwy, Suite F-101 Norco CA 92860 Irvine, CA 92619 Phone... 909 738-8318 Phone... 949-789-7221 License. --------------------- S I gned-- ------------------------- S A Dried. ----lit' dote) ate) ENFORCEMENT AGENCY Name.... ------------------------- title... enc . ............. ------------------------- T_1 Agy d Phone...Signed.. ------------------ OCT 5 2 se A .—w FOLMATION 7 ...... lNE Imam ULT&W COMPRESSINT a w mn NGITE�ATTNNSIS N&BE m SIR MN SLABS NAT W PEN� PAIMPKI OFFK� na j -E TAB� �M�Awv�. TABLES "An SPECIk OMSLINE 00NDITIONIS, TABLE 1�2A` T. TABLE—i M SLUATE WNTAIN�S� TAINX J� z c 1. CHLOAM M�M 0DARDSKIN PROTOM[MC TAKE 10�& a Lwc PM ASXJN,�0MCNETE FOR RM ON MK *�kAK A WAAMIAN SLAW OF 4• z & ALL clieff LOW$HALJL�m�S-Tm-C-151 7 F��CMARSE� —TO -T-IdL-M FOR MMIL JOW CONCRM�"T*0��L%MOWQW Co�M r` KAIW� W� SOU K-W AND DBAIM All ACOORWAX ON A&TAL c: P1.a4K 31'r CHANWERS AT ALL DPOSED C00113M uxn.Erc AREaL SPECS. z &,NRIER (WHENE S,- N,"AI,wo om7m ANEI SATMR A,S-BE L4PPO)A MAR11013 SKALL ME AVN�M AEPoiNETI, SILL rASITAINC: mom pa, -4/, OR P'M C MOr ONCRIM e,,*O.0 I oR TL&ILY BE USM IF A ONE P� USUN,a 09M z UINL(x am PLAmm grIft". 3r MC.MUWJK 9-FNM r SPLxcS L 40' 4 6�� ILLY AND MTT PNOJE�4- St,Lll AT LDCA70a (L2•AA.',L KI,ISELIFAMPCLR SMEM 6 USED). 12'-4• To.AAl mnBAEaEs Omm KAN Foo"m 30 NAME RPROMMS a*a r NP AW BDTMK"o.ON RAMS. V,I k 11.PONCE J��24- � D-El AT 24 AN115 12- PAW WRACtS 0 ALL TIP.an ANci Pomm'm UA W PLAN'L I - STEEL. Awc*m oxm -MIER 7. -------- I ll,� � mill 71 ,0,INAMELS. SLALOM PAV)N W ANIDW DOM W BE-151480W 4'SIL Ir 61�IXXAL QFFIMt,� R, ���. AN—I&�JS. ANKI O�INSERII VIMH FWAM APGP r, • CWHAOM 10 ASSLPF�AND A�INSEIIIIATM SANL`-K pq0.1FLf BF 01INCRETE.(sru omm%MC SV�M A=DAODEPA 4 32 ) -� ASSNUIAom�ARE TO lc"e. �REWIRE INCREASES a THE 24"SQ,XI8`V. t— I IP =111=1-19 aVIS AT 00 1 Frl- w STOOP 94 VVz AIMM I&l-ATI'ES,W P,NCR� STAN,w cowwrmcloom Is AS 00-NaAP11,w-DOE), ---------- --------------------I MaT.- ----- AI7EN CONCNEM W�P0J= c-*FE P� J4I-.Ar z-- A..... r7 PIXAA I MMEX MEANS M= 4 2 F:7 c-E E4. INOLM X%RTAAANE M BE M THE ?ENST6I PLANS TO•AVW 9--7- -T 2--0-1 W�TO A TOSS flo�W V UPVRUMW MM PLAN�P� ALL -E�MNS'XI BE PAIR �AAV�BE A- P0038LINIM PIPAT,m P""m LAN)ER THE SLAS All INPLEWEPM IN�Mb�THE SUPEJ� !KmLs EI�XEA, SOL-CORROSIVITY CONTROL cn iLAaIS 32 9011.,CMIRM&A"0OVrRM PR a Iw 4M V/ wm U4 jflX- NY Lu Z,7m,, I L �; --- - _% - C-) 0 16'A" PLAN FOR ALL$TRhLMCTURAXL ti REEER WORIAATIDN NO SHOWN TO FOUNDATION SYMBOLS & NOTES 40 4"1 4 w ow SPAc...IN ON w cw cr W 0 rT--I 48 r Z W 0 1/ "4 Wj U FH 13 i I w I -,/, 05 w v ____j J IAPIP"011,T1 W _3 cc z r= T1PIaL LucsAE ANCHOR ears m BE SX 0.40m W w/mI4 mh 30*SQ.Xlg*OP. Pw LOILL,W 5/8'ONAVER L W FrG 4 V AT---�0 K4 Bum* -6 14 ---- --- - 10'� 12* w si-M�11 4'b W V A V�6 USET, r------ --- 3 CONC. PORD4 2 4X4 W z L 0 FOOTING LEGEND 4 INDICATES i-STORY FOOTI NGG mlSame•pp -L---------- 791U-AT� J, ----------------------------- I L-------- I I bo 1 4 INDICATES 2-STORY FOOTING ---------- r =7 ZZZ 17A I L; H INDICATES GRADE KAM Ba FD1 fVEIt TO FOUNICAT10%DETAIL SHEET FOR REOLARED ------------------------------ FlD FDOTI04 SIMS AMD F434FOKEMENT. 5-2- '1 2-0. 16'-4" 2'-4* D.J. r 20*-e �'TYPrAL FOUNtIATION DETAiS PFdNCIPAL R.O.K. 4ww-ir DRWMY ......, aX' so DATE G) 08rl 3/2001 PLOT DATE 9 k�-VCIMOR HWK P� lo/04 opnON 2001 L 5-4- • 2--2- 16'-4' 6. 2'-4 'k 0701-0786 2W-8" -j 7�7wrmm WOUBE rmm ARCHITECT`S"NO. WHA-01 180 FOOTING cam 40'-W I CODE 0 1997 UBC ri 2 cougo moon KS7- I TRW N0. LOT NO. 1975021. 2 & 3 DES"CRmw SEISMIC ZONE 4 rl6 AMDXIM AW ACHIM WIND 70 mph WIND EXP. *C' 1 4 4 Rm TO SPECIAL NOTES PER BLM DEPT. SHEET PLM FOR a INFORIATOM NOT S4001 1. HOLDW HNmwNE ALW K 30MM IN PLACE PROR Tp FOUNtOMN odPVCrl%!k Si.1 FOUNDATION PLAN SCALE: 1/4" = l'-O" 4 OIIWSl I�941)FkE, - ,:., e:. ..t. - .',-':-. . -�.._ ,..� .:' .. .+.:.�,n, :::•..rt`-^,; > - a "e�..s<;_;irf"T--. J::1F' v:n -.Y'i'._ Y, ,.,y..,. Y A.a-.r.: zn.:.:'i.,.a Z... e FRAMING SYMBOLSNOTES gown 2"m 10 SKM M x ll lmOD. qgz� O� .rtauyy,some a Ao•rao•rtu!{Euac aPtr_ se,owv am -- ::- -.... .. :. ,:: .. n..p... ...'' : _. ..' ._-:.. c: '• .::- {elaTts sTwJc,uaL v+s wn,ri�u[ns. L % °. M sOi'wTX{WWM tF/nmo rus L Ue ",amm ,., ;•,:.. - : '::. - :::. ....- :' - sodas IDaL,x•em ® L GD , .. .-. - •, W yrET wYO, NOL 0111r IDTM a ML 2i . .. • ... .. .. X -0010t[5 . . • �a.ca�..•a�i!•w.a WO OF P auo!ey,mrn(iKPwliaiea��aN}aa• W z . • A 6 - - 'a Waco �+ A 44 A1.4 fFD . S2 L - AM ruse ULL uran tsaea curt-- _ S><12�OPD�wbg6Sl----- kECC88 .S` i --ji .MLL m 8 UIS210 _ (� NUSC210-ZIF t �y._�f��Laf�IO� t- ps 1- 1- 1- Pa 1 t- 11- P4 o , pH- --yl--y I �- $ Q SDt SD1 1 " SD7 S01 4 N 2-2X 6-2 Ht15C210-2N 4 o n� ♦N I'w P4 6_2 •Y N000•1d[ _12 411E 411 _ 3-1 2'% _9_�Z'_Pd _� __ 1 2. at �112•T.S. - 1 pow C 2-2% - _ —. a ..__ 3 _� ' - a 8:.-C•CLc� 4 Hc♦N j� t Y _.. ._-J _ ,a,[ru,o Ju'rl6atms,ax aom!Ly foes maul mrs ro mm,uca� / 1 • I ---- - I L, +X Ji F SHEAR ELEMENT SCHEDULE & NOTES �DP� SD 22 ii' ff �i M. BATH 11- 4 1. • F, 1 9 OCCG.N M gQ50{1RCTA{LPAIp{ \ 7 AG TTP. 1 W r 6-0�'' LG SDt - I roa!Jra 'Logue 'i F a• it h E s i 9%.r .-i -----_-- I ® w y{I pu sat� to r�oau ' V i. RM- 4 P I D ` d d U I I D ,ma 1.4 't Pa , a 19 it 2-2X1 t ..- -_.__ .__ ,,.tme.....+o• $' .P�.'° a°ff a a amo :a-c c:c. A1.4 !Lv I A1.4 m® dzYaa�i.,a W s I M. BDRM. j' FAM ��� Y si.Pa m.r m�no tz u }iOeir,�` o r m �aoYO'Oiom LOAD 21, - i pi/L-14 : :a.Y a•.ot�ao ro a a.A n.aD is iway tr{s V 1 1 17 de as Y LOAD♦ 1 SDI SDi ♦x♦ i I i waipmaX8 1 N a,.�`upmm"o,i o°Lc. •uY wiq y waU3-1/2'%14' T.SI / / E'M' __ __ _ ST6224• , _i _=. Q' _ - \ ' - .. ®tsna"a.tmm •'w �uo�i unz rtiiy "{aoowmv PIT.BIEM( 3 2- 1 4-1 1' 2-2x♦ 4x4 t a: o___ roc arc ayr{•n{-y.m, a .{ay 5 7-1 • Bq t-I 8-t 6 J 1w. e_p c � YNDR r., ��� �- \ -'1X4 yuu.iasamyn:oo,•1 C " TH 2 SDI ggjI 2 SD1 wR/Lzt P H L e' D 4x1` * 4x4 "KI C / R c C eu w+cna{ous{mar oar a rare yesens w,K rcuwMc not At.4 HALL IS v;;, B-0'CLG. 4 , 11- S A1.4 1 L4t0 \ ,y�7�/ '`''�. ax6 }_�y�1.T i.S.l,^DROP B. A1.4 eocT n. eawa Pwx wvo!ME (n 2-2x♦ ! 7- o-^,' 7¢. \ y _ s/m•x r x 1'(a 2x O�G SDt `- j! it ` i?+ ' - 1 4 1 a/a /a z z-t/1'x z-,h•UT st wo-s ) SD1LLJ _n .I ' i t iD � �� �` �_—���� p516 SDI � SD1 4x4 w 3/4 5/1{ x 1-3/4 Y 2�]/. (•T Au G9E5) W O SD2 ! AIO,On{oU curs>1Mli E T,an,oro,oar t,{m To 00m T11E rW . V rP ". ! { m j- ! LIVING 6_t -------- '1 1a Q -2 2 it 1 BDRM. 2 VOL. CLG. Q 1 1 • $D1 I 7� SDt SDl ,. ux uw WTm srAnyw r"nas 000 P ¢,,wnt tmoms aLE (>6 _ I �1 ..f]� _ ___ (QSB 6.1CfEPGIF M-IIFL Oi 0.1�Om PAMESS PAYIpf80V1�6"O!M11I.�� OPEN TO BELOW 1 2 2x4 a- COLC, 2-2%4 :.I P6 (S fYC21 F Pe�j I }X +.i 2-2X4 QI b 2-2%4 L Was rW : s a .Pw AT a Wo.w a,r ac..uxa ALL ZQ 51ISaFD !2-PL CT. __ I L,/ ,I, a •u Pwt m is s uu ee arnvn nn r may. ort,wrn tw�na w.tu rE LOW Hw - '-- r'' --_ - 's.l, • wa.anu.m.urcwLLr. � 1! j 1R1S26 I - I EN7PY 0 18 Si 4 m ruAMc ennoes{Ecosa Ear aMae r ou Adrt MG wens svu a r W 4 4%4 N 1,01,r"�O{Mof,t JID WES awl 9[Stt4L'E�Mlela iN•.4 JItE SPICPD Y O.C. Ii _ I SDt 1 - p2 ' n tat(sos{c zo!ys Y um.oKh W aaC — t VOL. CLG. - KL')e 1 L �w MM W Q6 ru ON a rsrswu F AaniET M vn"Ku wA ` ()-PLY o.T. o\ _- _ xt F1 oa`i!Eic"TsnEswi swu e[r!awnL ox+t.uu wo Wxs LU O O • wvc ur"e Jaw W 0 arw 0 v cw Pwns—D.rm um a•a MK /yam 2% Fli stirs O 16' C. I 4-4 GARAGE "'t I atmnx.•,m wi!�w wimsruwic�st¢rs.nor nun" a n e n.E {y Q BDRM 3 ! AT 801,1yN16 Aly a uyE N rswyc{uua YWLY am C{rTAso swL K 2 A. 2 , I 3 (S I 5p1 I I T. wLy srMn WTT:Taus paw TO FJMW. Fes wTTw TO TOP PLAM 0%n O �,( 'L Q a-O ac i SDI ■ ♦ d 4xa w SD2 t- MS 36 a I • 1 {E CM*" r wn�:Qi WM a nc ,vw U SD1 '7- 11— 14 Cis orrw W N/I _ _ 4 8-3 4'X 19-:Y(L P L $HrA tic si vwmos+T assmc PfwEa wu e[.w,m wx wvw yyep O O "fir r -- -__ _ AT Extuton stucco ru,DG1y1Ci aw.r. (n W 0 S01 to Lum�"s .=s eE ire•a�r uorw aEa�xwe ioyaa�wo t/r w!e �r�� i axe LJ' 7- P3 1_I ` ♦ ♦ -- - _, r to.•no,Mw.an woe.. * \ t 11'P. Pan J•nouwL PQaTJ{M:ueroec T1Al'aaiao!aeerytc 10A Was sWu Q O +. 3-1 %90�2 P.L _— ,,.okuuam Wes awl a tx)1-0!wD on Ttallm. UJ J Z Zi SDfio \ --= ------, 14{ \ 13 t)A1yfACIU�PAN" 24 o PB SDI _1 2 \ D1 SD1 �X4 15 a 4X4- I :sFc uewr. ,wo P/C-ssu 3-1/2'X 14'T.&L0 Er. ut cno PiC-atEo � FACE OF D �1�p O p._ _�yry C71( ._ a COL.M. xso PFi,�6ax O... Rp :. 11 13 10 SOLTS ABt.NDR- ® "C,[sr sPt2s,rwTx{o .. x k' 3 ---- 2 2 D- - sr !E sff aau•L NOM A DETAes -.- SDI SD1 ----- i ® OvaLADED STEM xFF aTaaAL Worts•Oct" _ .1.PER TOP%ATE SPLX2: FASTENER SCHEDULE - ; uooP a!rAnyy m wMun A B DRM. d A 6 rayon s,un.y x r nwuom. 'Talc, A"* A1.4 A7.4 yY stcM tw.SCAMM m CO—ON pwuoEo WA, i' I - 1/1•SWM MU SWX Mo " %06 Co,110N OR 6q—w I: trr v r.IMMO r Cooltn W.aieorm. C4NU _ �.. ENGMVEER II i s/e mr.{cram - '" m town o•TwuaoM6. D.J. 1;I snow MNWAL 1:! ywzanTr s{wc 1.cC w OR tqe swan R.O.K. zna r1nC{,naoys sTtan Cr,nraJ t 8LD0. DATE ' w{ran w names soars CoNx V w swan.r 08 13 2001D i'' - - twyEns Js o{actm m!IWYKACNER nro PLOT DATE 10 04 2001 4xa saX ruTa ,a P-,u.cam) so,auL rne,ym ONE JOB N0. HALL IN P ` (.",�• 6> 0701-0786 ,m r-w.i 1w0.uxa S JOB N0. i scum wutnctnra .wT{nTs•/V-Wft m,usr>:s. WHA-01180 tt, alre sus .t .t s .:oe4Tz,a CODE - Pp•TRAt,gM rrto co.arTe 1997 USC OPT. BDRM. 4 TRAa T ram nor atm "s o{scrta M cooE uq/a """' 19750t-1, 2 &3 NAL SG EDLLE DESIGN CF6113M To rxc FRAIaNc Z �, „� SEiSIAIC ZONE 4 PUN roR Au srauctuRAL _ 0,0"NON NOT SNONN > a�vyc Mo trm c ..m ox, a WIND 70 mph - � w .,st•o-, {m tsr nr,t-, uw toe, ur s w.t.vs• WIND EXP. "C" ,0% ,ml• • w.t.M' a,2r ttit w.,.{f ]LLL'ae{ID• ( _ t � 1M tM• • w.t.>r 0.,g to-, w.19P � •ra wh ww no.,ar { na tfa• n]{• to w.t.{r war i .t wa ,w s w.t. tsr,o-t r C1 ^/"Oft,OT6{Pot am CST. V I.L ROOF/FLOOR FRAMING PLAN T� SCALE: 1/4" � 1'-0", +_ Lmr: ,KW.m(0u —_CCNry1ETE Tie g 4 211 # CAD Ftl.E:Ot ilO6t1 - u . , t:. : } F ' r r " ,,, .i 11 ill II II z a t MUSSES- TYP. Vm. CLO. - .. `1 - tL _ q -BDRM Ii OP 'Et 0 CLC. i ZZ z -ENTRY , chi Q VOL.CLO. P3 tll 1, �DRM. 3 t GARAGE I I I h--,-�— eusts a � 1 o HUC66 co - rw.mcn eOM. Z W °c O O = Q Q I- J CL � ¢ za PU1N I.ALL STRUCRRt1 U U WFORWTION NOT SHOWN W W yam cr G - WZ ¢ o ,.. V) Q - _ ZW O � I I W r � Y CC LIVING- VOL. CLO. �•f{I I; �T r l ....__-.-s- II GARAGE 1I1i i fl ,,I1 - d. w0c— nW & JcCM BCRM,N TO BELOW ENTRY VOL.cLc. z d -- —-—- __- ---- ------ -—-—- ------{— 7- SDI 2- sp_a_e 1tey�C,�nd y`vt ac - OPT1100N EN0G4N EER fAC OF PS to PRICI COL.TV. R.OK 2-2x ]-YI ¢ P. O 13 S Tp' '3 0 DATE E0 0- N 0786 S O N N 0 WA-01180 OME 1997 UBC ■M WT 19750-1 2 & 03 Ex cRTE"DS SFS1C ZONE 4 WINO 70 mph WIND EXP. "C"... . r f REFERS flft-- A SHEET .. Ll woswmm Hm SHOWN- Al1.3 . V ADDENDA ROOF/FLOOR FRAMING PLAN 14 LSCAILE: 1/4" 11-0. w; FOUNDATION WT fOLRCAIM 1- M M OR Wll:[S WV K 9�"CAL pa SITE CwAxOrmDJR, PE K S" PER� Mum 0 an VECAL DTL Wa TO Im I=TA91£S m lwwl%� TABLIM�t"AIIII Is 1— 13 M S�AIE soOW� TARx i� x cIRKK m Cophoom#00=1VIL ME to-A-a .O L rm $In am Im" WLL WA A~A sumv m r PIER AXTJL rj All Lm MALL Cotooft To�T�c-Im 4. FM AMIMAn SOLL�TO MLT..O�MR NOROL SO= AM"TM.�M U� V RF�� MICRM SOLL K W=AM WAVED N AC001VANCE�A_�T� & pl�3/v cKerm a�Emm 00MM,V�w AVICK SwFm z 7. pm� REAUMOZOLF"C"I r`2 DmIlm r k V� r PiRCRA" X REPLAM OR 10�, a and F� 7 L pa"pe /A t z colom�spu=uxo.MI 39'-V lk Rmls om Ve a 3. LOCAYI� (Ir A&'.W K U=W A M POUR M WW W(1)-#4 NEINFDN�WA 9 II' 14� POOPS 24 O.C. it FROM C00111M a ALL r 12. SE �5/ er liK4 I�K'5-0AKV. KA ---------- 41--o-I=" L------------ pp INE J MRIM BY?Kspry -------- I OpT 24"so.xia-Qp. *'DVW a-im AT sm 0, OR ENSWOM IWKAT Ncw.-sm�m S..E- I&NWM MR COMCRIM SLMS-O-GR�R V STM OF OGNSMOM 15 M RODO-DOM�W W CWQ: PAo pouo" L---------------------- CORK: ITC, 'b.11-4- Ar� W� 7-tQ 0-AFTM "Ism _zz L�RW` T.1.mV r • -7 .2m Z. "4 W moron 4 M K M TK PM TD4.�PKL"M AWMV IN IW Nffl� 11-3 PANOWL { ,� pmm��5 4'-2- 2'-4 2'-4- co SCIL-CORROSIVITY CONTROL AW jM&ME0,1 M6PIWW rTr�,W 04 111 6. V a. 4' 21*-(f 2- V-10" 14'-5' 6'-4- 9M-OCR C014TROL U) 39'-0' UJ A w a: 0 Up I V.-M INK RIMR. r - ------ SEE PLANR TO ELEVATION*A* ARCH.FOR ALL STRUCTUPAL --- --------- IWORM&Wk NOT SHOWN FOLMATION SYMBOLS & NOTES 48 94•_wz yj UJ /low a: 6%04"� - �ELE IfUJ Q LVWH W�11OLM V�C"IRLL OR 4! 04 W 4 v cr V) 4 lno� xasayss. 0 Z 0 KlIlD"I 24.SQ.Xt2.W. Lu w A k 4 4 Fj_LT�_X Frrt AT .1r. BARS AT E% a: L /745?L 11, J_ 14 r IMILM m K 51W DAMM•14'LCM ui 16' M OF S1r DMICIER 32 L to LYI 14'��,(4" 432 1 lr�l m a 5/r PLUM V/4,(4"PRW=4�It'A'11M) P I L 0* •�rLr -_U Cr�r LM 2"�A&"W,K UMm or ir Lm r 30'SQ116"OP. AND &IL'.IF A�-PWR��SMEM 4 WM w A w "P4 Z-AT z FOOTM LEGEW 0 L 1A 00CATES I-STOW FOOTWG 4.4 FFG:I ---------- BUM AT r L--------- L-------- NDICAIIES 2-STOW MOTM 4'K 77Z =ZZZZ 48 71 GRADE BEAM 24 SG.Xlr FpP ---------- L------- A L---------------- T TO F04 DETAIL 9W AND eRowDRIVWY • I 1�1,"' I of OTHERS sfoLts D.J. 3- FOUMATM DETA" PRWCIPAL FDI R.O.K. L------- ----------------j wwx DATE !%I Z32?0 PLO DATE "m FOOT" K�&Am 01100 4 IV-10" 4'-2* 2-4* 16'94" 2 JOB NO 0701-0786 NO.AACWEM"W. WRA-01 180 39'-r 4) KS7 Mu 1997 usc ... _ N _ N "' mazer FiA1s1a --IOU ND /LOT NO. 19750-1. 2 & 3 01-C _r 4'-2' -4 DESIM CRITERIA __ 11 WAM , , L SEISMIC ZONE 4 WIND 70 mph AM ADHOW WIND EXP. *C* 3v-w SHEET ir row SPECIAL NOTES PER BILDQ DEPT. TO MAIM"A" a. PLAN FOR ALL STRUCTURAL 1. HMM WA0111MRIE NE ft= V FOUNDOW INNIMICROL hwOmTm NOT SHM -0" FOUNDATION PLAN SCALE: 1/4- > 1' 101 CAD F4Y_QI la=l FRAMING SYMBOLS & NOTES .: ..'. -. / ,.tae.,e.aan oN aouEan.nuuEeeeeo�x\T�_zPr�r��rvum mw w>m.�Parn*o mrerwx:*pH a MOM atwuc%.Ava eeAw ao,rAeaea i i C "- .. - ..:.. 000RS w[Lr MYIeEIe MYC OIO[WIM u.{L z - t 51111M M MP PLATE MICE 24. a wx Saw IS,4r-v.weaSn�F w: • A B A2.5 2 A2.5 xMC.M a M OF eFWM r A2:5 `. A2.5 y a iw■a L~Loom - a wslf c M).urwo ru 'a - 3 . . -- - ---------- t ECCeb _.. ..'------ ---- ue,eee wu so SD2 . VhN wmcriv,,r a g _ ewe7, ue O i� SDI P3 501 - -1 "I 7 i•SI_._ 7 W ,� \ - --- 1 t I�� Wf0 lei 1 (I P2 - _416 NI6 ' 4X1 ---- - --- 1%6 4%10 1 9-1 2'TSl 1 2' sil 7/ � P� z l' I 4 2 r S C F g zT. 4x10 tld(t s%a e'z0'�`LG C I 2-zx I ,/f / w j{5' 1 ra oo,ro.0 x a¢n ra a>,nw wRs.mnK mas+o cwsnuwo, !- SD2 e r-7" Fi N�"' KEP NOCK am- OPT. SHEAR ELEMENT SCHEDULE & NOTES N ` 'j t000 enucnww PMHI � �.. .ea ti � �Neuw'w` wooe,ai waQ.ues r ,�•-i M. BAT MT Br D�PA. BDRM. 2 I _ - t i 8T 0 CLG, ✓I a�dl 8-G CIG. 3 : g_p . I!i j t( .. 1 FAMILY c _ 1 I • 1 A� M i I ® .o u '" 9-0"CLG. 4 Nuaaas m P+1 li I p { I I; 'I ✓ kj f I v4 , I D �: 1 ?' j D `wo�..�"°. °C:e`.n� ax n0 ca."A.0 A2.5 P4 L j —1 �i 19 I I AZ.S P4 ; 1 I A2.5 Yr r i 1 DEN/ os. K C 'EN I �I 1 ®a�,Nuxo..oxxa ro,r o.c A'—sr'.amm1P ►Q•r'ou I� I 'OPT. BDRM. 5/ t 4x4 w k > r SDl Ij 5-o QG. w newt oN.o.m PO OPT. SUPER AM!LY r. = > L>a wxxaU rao WALK-IN Ij r r`-- BATH 2 I� 4 4X< 1 ti ® va sn.rnwa ., waen to-.a a 5nN.r yr a... a nrnN U I' -aw ,c t t 2-1 SIEAR lMDI1. r Q Gts iou.u ) to 0 �n k + 4NAL PN3R sDi wo.. w. .. %.. PQ �.�n..�..Xm HALL 3 / I C I * 7 /i / 8 0 GtG e-r 9: G- C .0 en ox eaa xcw c aawe A2.5 i T— t.4000 185. $pt / 3-4" - K A2.5 I 5D7 I. 7. / ' I I ear or sawn Puh+Mv.n sU (n B-0 CLG. NU526 / "y I ''_n / I ,r/•� I A2.5 s/s'x r x x•(AT u ue-saq Q _ SD1 1„ I c) t S7.-fY x So��. j "5-4 7-2 (� 1 I ,/r x 2-3/z:-t/r U7 7x ww-su) Z _ IINGItS. I Ixt' 6I 5/r - �,... I OPEN 70 BELOW --" s glt.G a%g S1D-t ll o, I -_ ��.[: `�_ +'r �•' D1 1 -�J 1%{M La' s/tY x 2-3/a•x x-a/a•W nu wt7)- W Q Ek. l e; 'I t%g }7L%11-7 raax ear w,s aru K no,t[rEn,usr Pwon w mrw,c m%rwrrc. G "oqF - 8' DINING � �' 8 i, ---- - ---- rs aswpmV O 2 JALK- y/ �' HIGH FLAT CLG. gra` as w �C a 7 N. Wi 8 _ 1- I y 1-1 �i I /\ SDI ,. e,eE aPw'arm sturNaa Pae,ns,oo,muurE,.rNm Ezrvw.oux: wc IN SDI / SDi 2-z% xs , Pz i s (�nAe.ea Luc ro ec0.00�s ry wu. or,s•o .uwm) _j Z j, ♦ ,- 8•T�� - mwus wr xrart%srxucva�nwncs. �Y Q Q . }19 I w o i �PAM!mas swu a a,a®,mt r,owra a eou F%A « nws we LL rV� _V t 17 4x I a nw wpm aecewc ma wuu ww zamaw Pesos oau ec s W ot�tigX?(i 17 ` 8 SD2 �I o ear«i an rm r+o wvu sau ec smaow woe i«as rc sew r na Q Q 4X6 -=,t - 1 - o as�.(wart zags 3 wo a mar) W : - --- ------ --£ -- _—_—_—_ LOGTE 1RU55' w R__ ER. _..Q 14.0'x )J— _-- �:'— J, w i fw,%�w wrtn stunw,c a wPu[o w ernes sam oP a vu.wo wa sPK�p --- y�AR LARD. 22(tp LFjS '—_ 4 4_3 ■ ,a _ w, naN r o.c w,rncn sxx:Pwlel+on,s 51MLL BE OIFSET W FNL a Q 4z4 w o..mtx .P. v�Ps,aP mw..o sH ec r.o..r oe name wo waa w O 1 17- I 2 �; 1 LUS210 PL eRF x $p QQ oN FAQ soE se,wi w srK ' Q HNGtS, r fl S a .ua.nam or.pw wm vrArtuc stun Pw ex¢m.rEEr Noou.r ewE sD1 BCR�J. 4 BDRM. 3 I I 1 troo nE mWL PwF1 SmM1tlt6.APw gAiED SNFAnePx:LESS Vy4 SIat1 e>E 501 I �_ ( ax SDt i G ttooF 1 AtiWND - 8-o CLG. s'-� aG. I 1. , LIVING N a Lnw,N„erm rmm.vw wrm seFA,wc v,etrs Nni ass na.a Fr x e n.txe2 L7(W WALL ® - "i CpN(GRtwE , e m At eaxe�s wro cHwa a rruu+c wma wMr sum 0.93aMw PL swu e%s n. O J Q AS WALL 4 •jl w d t PI VOL.CIG. .FRYG flP P3 r �I ;1 T. war sax wroews PWox ro nxesw rxw eorrw ro r,r nNts eaete wo xNs.(CJH a wnxn uo aaNw r dt a,e c u». SfiFhllER 16 1-1 "V�/V� I a i I -' I, I u I ++ff 4 a Au Pesos stau■XE/•em ,erN M wTROHWTE waE wvx OF nC APw Z W Q Irv P6 t- 16KOF-1 i y GARAGE ,,I a M arms a eAatlE o aaneA P,3t5TE P/ 5tau eE PPvum ove APw eA,m 0 (I f I' tnu«c s Gw PwRu�r Ex Eaox s wao rw n wnaa o ar. Lu d SDt I I I w `oV CRY w �p '� Q 8t j a rzu sew' i/r r w�a ."°wo Y LL 1TLL_iRlI55�R00F EN, _ sxs __ xG _ 1 Hj ♦ /// _—__ 6-3 %ig'G.j. DR PQ�L tlt —_ r ar r Nana oa AkG J Q U 1- _e -- ra r,nerai scn»c NoeeExs nA xaaaec a¢E r+o,a was SeuL eE p r==---- — -- --== ----- m zze STUDS eta a. _ ------ ----- W J 2 i 1RIlSg TO t0-B t fl1P PL15.- ALT.:7 X t8 P.LI xr (. tt.aHWVREa was stau nxeaID ., # 2-2 LOADFRI: TRUSS / ------- _-\ _� II SD2 S 2` l�J�IG YWF. J=RL-64as N �. e $Dt 4�` % inuanxa7 rao.Pcaaox ZO ��77 {n'� 1_1 \ I �� 10 • � � 1 nwenww arm `in 4X « _�•3•t 4x J "ew rir c"°ee'° rmxwreHs - W Q ® XEX ew0ai NWLS.ta�:we � 3 0 t t _ �x10 s 8 crtairixm atm sEt�K Nom.aT.s IYP. Z NP Tn•� SD2 P6 SD2 NP _i can - n°A ® FASTENER SCHEDULE e EXT. SDt D D_ " - FACE OF i alll0li FA.nf�ara „�,�.,xm_ IIeoF e,eeeaele w coWN wnww.'Pt1r'.�.o'� " COL.TV. e .... paste sifAWw,e 'zw. . Yr stew wai anwtino ee coraN�a sox. '"d`��m°"`�°':` a`"`"`.�• - Vr awe w,u SWAn•e ,oa A B - t/•r ex.aoNto sa caaXA ae,numw. ENGNEER A2.5 A2.5 W wP.eaw w maa o..usoweo. D.J. A 9 stuom PRNCIPAL NmaoNrk Saws a 4NA&M ae 1.sw ex R.O.K. A2.5 A2.5 ar nna Hamm Slays be ers) , sNw D4 TE rae,oaoa,txeaow,snaps Lwmc,U +s.°arsw'a"sosi'4U z s r Pw 08 13 2001 PLOT DATE aron s .ncc m er wNUPAc ucx 10 04/2001 Sat Purrs ,es P-wL(aN) aN ,roe No. maw.rtwnc 0:n T a nett.Fm,xIIM 0701-0786 - a P N1a(a N> uxo. S,roe NO. earm carrcuoNs u37 ears■/st—OsI an+wo¢ WHA-01180 a�N CODE mNrure sus POFrw xm a �� .—•.�� 1997 U8C am ear r® o5cnm er xxc Ae/M rrs. 1975 No. LOT ND. N NAL SCHEDULE 19DEXN 2 A 3 <. Z •■■� em >� �1 4 WIND 70 mph WiNO EXP. 'C' - �,- ,w peer e w 7e• o.+%r,o-, Nw ,s.• � ".. SHM ... ... etxeaPE NDTxe Pel etnn off m■w em, de roe a�ES VL.L SCALEtrnROOF/FLOOR FRAMING PLAN a a , - , .,. to h f , _ a S I e _.. a� , "s � u �s :n ,4�1 i .-_... '..:,. OPEN TO BELOW r Q ._,... ALK- - --- - ----- _ l ' .. • e: It`. .':<:.. _ - CLG. I � ,. ,.,' F. LL a BDRM. 4 z • - r =-------__ -- - 8'-0 CLG. 2)-PKY,G.T.W - _ - I' _ w "SDI m e yo cLc. 1+ I, j LIVING VOL CLG. • I I i I GARAGE _CS16. { •zs I TRuss� - 0 - r , -- — SDI Spt - - - - - - - ------- +TO WALL ro wile U axto---.--- LL •ca. FAM of COL.TYP. U ul WZ Q Q0 _ J jr W,T 1�' a cc U U . 1NFORMTM NOT SLAM W M . ~ a: W 0 QO ZC-iw or ..- .. OPEN TO BELOW - w O `_^ - -- ALK- DINING RV %:'..: - -- ----- - --- J Q = O - - ---=- — " �' HIGH FLAT CLG. W J Z i IN o LG. BDRM. 4 1 T ---- �_-----` _ 8'-O ClG 21-PLY,CT.� E I 117- a �NUS2S z _ SDI �� B RI✓. 3 1 C z-zx4 0 LIVING j CLG.VOL. w _ 4 f' III � _-._ _ I I - e II I LIMBs.wx �1 ;! i I GARAGE - I g oL 1 Lo / I • are TRU55 w __ _ ROOF LN. _-. — — -------- - - I ---- --- i --- r ''A, NC- S01 Ae mi 9 ENGPIEER 2_I _ .. , HU0610 1 -- r be cT base SD uetl°A D.J. .,r aapr a;a PRMTL �o 't°�60 R.O.K, n ® ram `fe I -- ----------- -- j l .::rrr u,. �. DATE _ 08 t3 2001 PLOT DATE 10 Typ an 4100 s 070iLWMN -0 86No. ARCHITECTS s WHA-011gOJoe No. W i 1997 UBC LOT N 19750-.1 2 &3 .. r Ll Z SEISMIC ZONE 4 WIND 70 mph WIND EXP. "C" a SET - RETEf!ro ELEYwtgN-A. ADDENDA ROOF/FLOOR FRAMING PLAN 5 SCALE: 1/4" = 1 -0" - s r.. ti. z r: , t q'. - i i r a ::. .. :. , , t 4-0 MI . � Hp - yy E u .: C: 1 I I 1 1 i � 1 ---- --- IUPE� R FAMILY NOOK j N i WzZ O i BD� RM 5 1 Q O = 1crU U cc 0 co I < «lo --------- - O -j a z- -- p, O M. BDRM. I BDRM. 2 �I W J Q Z t; M. BATH — I PARTIAL ROOF FRAMING PARTIAL FRAMING PLAN @ PARTIAL FRAMING o PLAN _@ OPT_. DECK OPT. SUPER FAMILY ROOM PLAN @ OPT. BDRM. 5 REFER TO 815IC FHN1pJG REFER TO&Wc FRAIMNO R6tk TO FNUWIc — R AN FDR A 1 5 RUCK RA -L MAN MR ALL STRIICIUM INFORM47gN NOT sNowN rfnaw,TaM IqT sNo>rN NIPommm NOT so" g . f ' - fp cr a _ penaiq`S ENGINEER i mir y D.J. . - `,a�- of rti°cgdased PRINCIPAL E Op R.O.K. BLDG.DEPT.SUB.GATE 08 13 2001 PLOT DATE 10 04 2001 . -; 0701—�0786� ARCHaECrS,ae No. WHA-01180 1997 UBC TPA LOT}' Z 19�7�1 Z�� O 4 WIND 70 mph WIND EXP. 'C' OSHEET S2.4 OPTIONS FRAMING & FOUNDATION PLANS r SCALE: 1/41' GD FILE:01180624 __.. _ r .:. . .. _... .:: FOUNDATION -.,:.. .. t•.+... _ - r .,_ .. 1e1YYEi WT iiYJIMMM -DR N"vDfE�iw nT6 5 iE WIWW OF9DN 00 :i I : \ . - T•�MY.UE twER vAwi3 Wx E FFp R Ef1E L EWOM6. R TIE WOWS ttranWe aitor� roe sicoa ciswwrs.eirill w/K M .. ,: rsrpic MID Tw,wtR 19—A-fY-A NC tK•/. - p fxp T LOMR+Of6: TA9E 116 -2 yC ... - - vo-os E TO aE1CWIG aEWtGV.s:TABtE 1e-A-a - <..., �.-0, , - (c)))} txrnal.�To urAa calwK sawrnls T.aE w-A-+. R • - ! ' - r — ,. } GAY aaDeloE tow omwr roe coonm PRMW tact a O t I - r x__— - •- -+, .,.7/17 2�wnr TE rOR "M OMOE MALL twe A tlA dM aA!W Au CAwflfr UM st4tu ctMSOW TO"TA o-teo.MCKM TAB 4•R A.STY 4, FM A Casa[ADmewa 5M1LL cnwal�M m "T.M.D-aT roe Hal tt&wwr t 6' }' a V Ato�E Cs.7�3o K limx DLofom�aA A Accotnvcc. "TA 05, L-------------'r 1 _ - - 4• 18� a. Flq�OE Ua'c/M1fLRt AT NL f]9JSE0 CObElS.UJIQ N Mlfl SPECS Z pmx V (MEkllct RE"'MA WI1Yi('r`m°PUICIu[o wtleMca 1 wwi E Aso®a IAlwWwo. W„ a afiu r�(s-earsa ircD�WLe�_ wro caxotcrt. r-0•D.c rooms �t p 1 ( �r I `_ CONC. 4 1 I fo•ANGax tp�Ts tur E usm s(A owc iol re ioutoamt srsmt a+u 0 Z 't oP'r p �otT ou4ttTvrs rrmM iAOR tTtD Mm/a sauce o<nc ica.Itr.D. ! - STOOP I FD7 51� I ''Q (XMiEiS AID stwtas u.w.o.a n.A¢. WMwBLS 32.04.t ul w.r Am ,\`•+�I n W 1 1 1 a n i s MTiv 6�).row p Li (12 Aa'.WY E tam i A DE iMU .'� 1 r I i 1 -+/e• +'t 1 1e a S/r Du.f e'N41oR eat3 PAOJEr 4' A THE sub a u}AAo U R NP ; to w�MrsA�rDfts uttexAa0.i a r0oretcs m t4wE tK(+)••M tttewed &*Ar ) L- •.—x—.S ? tv W G'NEIE�sWOPS AND FORMM uuxo OZil4•FO Mo 17 fllpl CWEIO At Ay ' Is IJ r------------- L o0E15, Aso afER MWFRR>tttL E . t2 ML Ri tm stEEl. AIICROR fgt14 1 ( — eiciwiD tmo aosmw Arn tMSPECIFD K 1fE torx WU4aMC Orila.L re+DR m o 1, 1 - 24'SOJPX�!tD,6' -_ N _ i Miam tr� tnrx (s/e ,u• ,vlcwe can Mn ee`snag' 7t { _ 1 .'_ }-V�BiTW'C5 AT _ 1z m�Matera TeONiswsK=. AmaaniAtTMiAmM a6(nes wm rwM11(e . ,. J V I _ - f 4.im»rs vw.E cxuwcn M.o consan r wmwc er nc wurcr 9�y/ yYf"+ t •� / 1 l , ^. 1 ^ 7 Eaaar ntDeetn rteDR m WerEcrnrts Mm wAcmr a'w`vK E M 7D I 12 to eWaaaa m T a .toMD�wD a a�r0au�w)As arose pe nAAa AE ro ' � 1 I 1 � G ( - � �I 1/+ 1�.• �O s�s"uRs LMDs m�9Y A,CODES.a1C11ML"ES.OR A VMD GAL Dopq Aw lei' thaw EauWa MQMAAES of AE wa. (s wrtc rwoo r0R coRCRrrc s,faso..annc wmR m srM1r 0rrncx ^/ p11$�F►1r1 I y., s As iouOMs RtxAMerMpm ttur MOT tiEaAiay ttr way MTtx oact�+c.ws ttmt ia.Mm. 2. / . { to 1 T tray eRu tP.uur<i n+ wRcwLit I '�'I V J�r. I c.Douro*fA00ia�Dmr'iRdR To+a uts MTm roiw c. r1 F--( eiaR.Mll rn+tiic"sw.rTix wCoNcluEn 'TaaA°�r rn'OUi ID. efA16 WgtE. - ! w 3-{1 Eves At N Iff/ J �.mi OwR�nOORixMtwc Mi[x soar.Ic srx�. /J� i w Mor tnor iRIOR To s'rwssrs a sAE. w oTRixs. trope noM Tic srtetenee + . I — ♦ N W -1 •----t eOin mlEx w%lw.irc w s w M 7HE fVFt ro�auT01 P-44 b Aim 1 ♦ t----' i I t Na-tacnta of IueoeAAc y . i ♦ ---J� i ; ; to pt vMlta�m ar wn sons IasoRr w TMc waawc Ew+tMurt rat I I I \t 1a Atl Was A6D ECC411E1IM110t1e m E wwr Oi M4 ArvROVAL AID Wttt:l!E aaF]oncn M 0 OHNI tMpEA TE usiMtWtart Or T+E sou nmetmL U. remw2m rPMa tS rRoraWMm NDFIt Tte sw rtnpas - I I -4 2'-1' 25'-4• 1- ------ -- J---- .�vk�W�u'oc�ri° 'T.+o"Mo' . i�' eDa-COmoeeQv DOwTRM I IV-10 3/16' 2' 0 13/6' ------- 1 13'-4 1/4' 1' 1/It' 11'-10 1/2' b ; I ii°t 4 WaaO10�ir O0m(y'E Iv a -- I --i AIM 4Uass a MLw'' arwaWr a�am. C$t¢aw. ' UO O . - REiER TO E(EVATKA'A' a M WFDRrow Mar siaww 4 STRLCTUPAL W u I ` I : FOLMATION SYMBOLS d NOTES Q Q 1 24'SO.X 18•p�p l•._....-. tmaaa LL U V �Op/�(4pO�PAD PYc. _ w .. i BDTT"-/4 9v6 AT\ :F-= -- J' T 7 - -4actxa onwr ai wrAR wu/Mtoae eats W Q i I BDiT F✓W r.,_ -- _ — r wwc Maus Mow eat atcwc M to2s wuj F--- ♦ w �. I �1A"�la'pw�y�Fxg`�.ywµ�Wt. - -- LIO Tf/R t1E]bL�Af�t""Maf,"fdt a9OWO115' 1}� 2 uj 1 I- L__________ (STOOP 1 a+oewre sw"w omrt stir a Ors twR.rwau•at V..A Q • i' I '_ �(36' ( 1 yi /yam w "' teraroirtec z M a TSO as.aos�- O W Q ♦ w �oMti AssuMi Au Dntttf°tCEi`M�oeM uc tnADs. V 1 - - P �-•r - _ - _- °D i CONC. .� 32 I i e W�e/ WOIn rsW satin„sc Manowl rZ/� W lSO� 1 (---- E-! -- -- :I PORCH 1 f7 �--Motuais e,wr,vx Mnaa.l wwaaaes. vJ l ^¢ 7'-4' 2.-0' .-5. W J Q L: t `:1•., I '1 i a I i --- rfwo AMcttpe UEi DMlti+iR:tr tDMc Aa' > Lau w V+•e DAMM tOMleiu , Aa•.(4•reo.liLTforl rtotl sAe. pp I IM4 w ##ta[],/4'DUMLTix. ILIMp AH.'.M uiv Dr s/r wt mt SoP%10 WN��aA'D,iTc. 'v 1 4 ''�' u•Aal(4•rRafinw ifw stAe} t M/IJ}-�I aARs ai` F 1 Am to LM Aa•.s A ac�aA[roam SMW R uia. 1 1 W 2 #&RS AT 2 I BOTT cJw' \.Y w 17 1C IDIC MO 12•l Aa•.WY E U30 N-LrU a'14-(nw If + I w 1 w 3- BARS AT - FOOTM LEOEW C> 0 04DCATU 1-STORY FOOTIBG 4%4 w n 1 L---------rat 1 c to I + 1 .j 181 n 1 - U��LLLL ti--------------- --------------- -----------� n zA WNCATES GRADE BFiMA IV /�/ b ., 1 I n)j - ve ORNEWAY HP b41E. -.;` 1.9 RP7��iWNDI=OE -SNEEt, rl1DUI(IFD 1 CONC i 1pLT5 BY OTKF?S to oW x t { I MNUc 3� 113- •Ff)OTING SIZES Hallsr_y, ENGINEER i { i .1 1 ntr DJ TYPICAL FOUNDATION DETALS PRINCIPAL �•-------------------------------------------'' R.O.K. Y-Y 25-4' - 2'-1' raAOATcw ttaRiotAt ' ca,eA NlaMa sue. �� 08 13 2001_ -}-ixtoea ttax r0aw -efAwat awo TE 10 04PLOT/2001 .. i 1.-0. OPTIM lad -rmeae woos[romrc 10 # �4 ONE J08 N0. �Y 0701 0 86 ARCHTECtS JOB NO. + i%AOR RaaE ioaeo 111 twr/Nrr a w WHA-01180 ,,//' 1 m cvWaECODE 1997 25 A' r_1• M - Q �o�nwa OMMci sTia. .y- Dy�1 BC TR M NO. ULOT NO. 1950-1, 2do3 SEISL4 C(ONE 4 J (�r{ suyst0oa ro 16 11O p1l� WIND 70 mph WIND EXP. "C" wow roR DEUTM W:K a' - - a SPECIAL NOTES PER BLOC. DEPT. -:SHUT ' HR)WMTgM NOT s}I(sCN f, tlatDeM 1MI6iMRE N/T E a8111ED M RACE rI001t w rWp.TW1M eOrRTOL � S3.1 FOUNDATION PLAN - SCALE: 1/4' 4 .'�=a CAD FILL-_ou4lasi.t FRAAtfrCi SYMBOLS d NOTES .a'r � -, - -' ' ' )`-'. -` ., <. •.r ... ,: :. ."�� LPw era 1an1w ' # APPLr a„nm acre NATEIIe1L PRnR To .. _ _. - "> .''. ..• _ _ _ .. _ � ro►•'aw.neBweo,mrrm.a AwfNXMf eaoeYrnc r•l� Y rj i - O4CWD VWXPAK MAW AM NFAona ' - o .. . '.. : a --.. . _. ♦ ww>� _.... _ :. • oTNBoxooGns6 TNAM R¢IF£Te NR�•fmuM eC • zfl eHr1So oi mrac wa rcA arNe xo c�wIci O PVr:�..� z Conk.D9L lap PLTS ( pT , 2c :. A 2 - k ECC6e6 3 _ av �Nelcurart�,moa "i•ee"w BwITB 'L��$ A� meK e12 -woPLumoo9 . 1ROSS JACKS g- IU to C g_ m °24'O.C, g I SD2 I 6wa,,o,or z p t t SD1 4X6 4xe ,-,/.• 1-,/r ST622t qA L,. x{��x �V 4 a U A ell TO WALL .� IT .x. NP 0- PN---• '� urtou �t�T .. _-_ tl- 1 I f ; SDt fes. SD2 1 , �f` \ T NI�Ca I SDt 6 2 WALK-:N ._ �' 1 -KI_TH�J t 1 ---- DINING a_0-�-- C" LC �-- _ I - �� 1 -.t _ NOOK _ To/u wn maw wui sour m�as ro oaanuaw .�1 9 0"^�- �-� 1a Ivor S1f aaas 1 s 3 1z-c LG. ' -- 9-o ac. B /1 - .. , .. 1 P4 a.o BAGTH SD3 vz WI ; FAMILY F SHEAR ELEMENT SCHEDULE & NOTES 16- k{ �{ M. ! .. ��t.e6/1 t.ee 9�•`o Cic. . rom mucnww.Pw43s _1, ` D I 0 t �J M. BDRM. 1 I I' _ 150 4 ,ter rac�rm eai 2x4 N PANEL _0�' � D �xeo� 1-.__ - I' A3.4 � D1 ( V D uu�n.rc"'° •,n Px hw mrn:,� - i � ' � A3.4 �-,,.A,®xw, �:<.owmam °ursswm a raw ^_��{.•. ' 1 1 --=— - —= 4 =,{ 2 2X6 6-2 �,' F, _ Wnr�iax'•Ocv'.rar�s r w,c nw m coca UU�11 1_1 % _ I 1�I„ �1 { • J sxaoom.°OYO1r moo ro ur•o°`c. oc11p�moaa> °iT�a'LL a', t I 1 PB I -2x Xs 4■ x, 0 a Wmw w,a ova X �' 7 -_ 1 aWix e�i mo wx�'�'a q'i•of r� �Y arc geW�ommy N g 3 1 1 s .,ma.o,r oc was (a+eau axo �� ,' t ' HALL , ,0 1 w,e..=w...rM < p}a Apw xr wr.Aa :rosy 1 I4 E. 1 i _ '1 I 5_ 9�r•�-•-G 1 .. s,se+u•a u.wm (•r> n.-ar+mi P.'r- rnr LL I 1 p� . c mao M Lw a r o.a r.c, rellor.n a - VOL.LIVING �'^ , P4 1 r .I ®.srµ r ALL AIrA,oA NOLn RmU1E saILR[Purz rAl,ae4 Pas TN[xa1OwA:TIiB1C 0+•>. Pe I ai 1 -.- !, y € 3-1 2• x tt-7(6'Ts_L " 7-1 010 P6 1 -4X Lt N 1i l + T'xe` Tr- "o.-�:. �— I7 - 1I� 7 x• B0s/e41 saws:nATc rwvae BDRM. 2 W +) I Spi -N •E v,e x r x r(AT zx wasau Q ' - B-0 CLG I 1µ•z z-,K x X-1/X•(AT a wo-su) C _ .APT. BDRM. LIJ S 3/4' a/r x r 4 x s- . W G T ., -o CLG. C Mom BOLT NUTS swu E TY fFENw AW PRIOR To OV,FINIC THE n11 NG. O . , 'j 13 _ NQTW e A3.4 1. IIZ✓A MT♦D 91FATM10 x'4IN.WgSIIRF 1.M!N[xIE1.OR allC Q Z —1 (on 5 ACaPf r-IEII Di KTA000 PANELS.PMfRa4NONIp w MOT M10•Xo). r SD2 {{ - I4 i 0 - -- I s OIIEIB WrSa CropK WWGfS.M AT A WOR N Ox tr OC UX0. uµ fL Ti Q �i I ..! ' _, - - •.)CCESS _ _� I "'^$D1 �I I a Two si.xsrAum eY.vclxo w1N 2•NOrNL a won rwM ,PANMS AK a Rxctlwlc cc d SDI Lu 19 LOGTE TNU55 BATt-i Z ,l1(6 _ x ,ws y » aENus Mvr[�r we 1 " r-IALL N/ROOF EN. ST6224 N erOr C:G ,, - -__ ' ------ ( w t�(a'src Q v E . 8'-O•CLG IT.BREAK n - --•-- - I a wa[APw RAro wEATNMc s APRID a1 eoTN FAa3 OF A w..AND NAA iACBIo W - Lr_ , ' LL .. I. I. ENTRY • II , i 4x 7- 4-2 • R`No°Meos° poR 30FM.NPc�au ce raw E oxrsc To vAu aN 13 1- tX I 7-1 a 3- 1- 15 - s 4AR v0L CLG. 13 N ! I SD2 P4 a 1 1 w uaI sex�mw E s AasPm. NO RN w a TM1Ul ANo ws O O MSTAJB N ( DI 1 I ' I P,romc caw PAIQ xcrlols.APw MTm sNTwTNrc sNTMt vas vP4L E M L6 LOS SD2 14 ,I: , / a P ,Ea ox APw wTTn sKAnra slvrt PANRS ncxxn{s¢T IAwuAR.w1IL W 1 �axrrtN APa� ED ReNIi wrt1E Iw•NA s T r aB1oM oI S wl -- --- - - $Dt BIL TO WALL - L 4Xe 41L6 4%8 -- - - �-- - tic- - -*--- _�----- 4 .. z w ro 1 -j-)6 L' ram APPLY sMFM TEAwS PRx.t TO fURRIC. TON BDTNII TOP PLAm w k no Q 7- I NI15C46 2-2xxs 4x r --J-T- RnoNnvinra.(uN E APwiD NaRaaNrALLr a wRx.�u». O O U 14 SD1 1i PI 1 2X S ;ji 4-1 P4 I �^) d Tt 5c70 i P3 w oft Dxw6 alloe o su1Mn RusmT rAPa yew AraE aae uw wwm W _ S2— C.T. - — _ I O 1AN 1ef91 16 t-t 2- t r --_—_—_ 1 1 " - SD2 , b $N(AA W"PAwls AT O0n1oR SNOO aeu toeLTeo,a orY. Lu $ 1 4 2X4/ 16 , HI n' 'iuT,r,�o vwi etc s�Po'R 2WNwruIL iEtu.Nm'wweeTs AIw,/�i wwR TNE r a 4 Naerw OR wan. W J Z /aR Jcc •MpNYl BFCFrve,c NpwplS RAT BloauNo wr4w,Nc,m NABS T•Nu E - JBDRM 3 1 Q •� •1 o EXT. t- ° cti w xvm IMIS SALL E Nm-e/Pm OR TIAOID. J. 8'-O•CLG. I RWF lU$26 GIN Vo �I FACE OF P6 - ' I - ; MNB,PIC1uao PANu µ I, iRN G.TYP. I COL TW 1 r BDRM. 4 I 4- P4 1; ,,• ° 8'-0 � 71- „ 1-i ta* SDrMW 1 fE Tvuss � E" �2GARAGE 84xe— ---- �Lt PPT °.ox o --- !%B 8-3(t _ %12' C.L.B. _ 4�X 1e'G.L.B. DROP_ BII_ - _—_—_ j m :__ ,1 l �r AFIa�B Ill-4 1_1 _ --l_- J 1 _ 'IR BPaY'lrwtoNs w X 6 1 Pt $Di �Y X I- f a¢maLl,Nwn e:Dugs 07 i t- - _ - TRL s¢aolowL NRIBS a(R]MlA t -t ezt O.C. 1e - _ 'We a F STENER SCHEDULE g - --KS w ,B ,- III ratio sstl ,- �Aa RNa To wPA•ns �� 1/2'X 9-1 TS.L,L-10 4X4 or - es P :•gyp wagl'sNutNla x z• TNMFApm. 2MC, - 9 B NP 7/r SD2 P6 y P6 1w n „'n,mil Lr sNcze wN.L sNUTNIa a coraN oR arvlwm emL �"^�Y. . Ban Y90.ri e„ - 5eh e 1/z'ewN exu srATNwe 1m oolrloN al Naualzm exxr - "" ve.cw. D- O_ I :her Lrye /z RT.BoxRo a coax a wuwaao. DiGNM A A MSTAX PER 70P PLATE SPLICE _-- - snxc» DC AL g SDt $pi ° c,,n sM•oTr.NOW) a cma a PNuenieT. A3.4 A3.4 - _ _ NaBetoNrAi swMs ,m eeLaN aR,a se«ne R.O.K. A3.4 x,r RaOR Namw1 mlrrs OE1e1cW z A �, aTE Io1R°Atlorl Nomwl STRAPS(`jwc.J la 08 13 2D01 - $BPSON SpS f♦ Y S SQnS AT Ra B Names As TYRR1m er NIAMALTIeQ LOT Te A3.4 saLi Pu 1a P-RVL(aR) ]0 04 2001 OPTM ONE JOB NO. NoaeAL P1NN•ew ws:oar.T a�eic.woeNmiv 0701-0786 _ ,a P""(aINL u". ARGe1E S soLTm mLrenola A] Bars R/sTenp Ro art a ASN16 WHA-01180 ., rllo BBAs PoeTVAnoN wrolconaElf 0.140 x 1 sezaBtyW„R ass As aBEnm m NUMSAonIu 1997 UBC . M ,mlw wA LNI® .w Oft=W wx ANG/OB NAM/. TRACT N0. LOT 19750-1, 2 & 3 NAIL. SCHEDULE OfS10N CRRERu ..E w�w SEISMIC WfND 700E 4 � atEea N Q IMP"NMM a`. ..c r o NA ow wiz w1 mph w cwa[ oAuai NK o.,a• a NIk ure- a .ur o-, 1sr• i1ri,_, NM,x• WIND EXP. .`,. ,a 1w' P NIL 1.70' ]! D-, W.,.94• f1_rIK SOu4 SHEET IS 1>m .for P NIL,>r 1 W,34• ••e: TAPI I(10 N+w +a .,ar s Nla,s.• o-io ,ex• aN. auaB • ice•• ,4e• w ,x 1s,•o-+ NIL !T• S3.2 fYStlN ROM ROOF/FLOOR FRAMING PLAN ,un�ND1t1/61 BLna e� SCALE: !"':�.�'-�» i• Raw. �20(tX.) ._-- CONCRETE tAL _ g o ' i,- s- h 0 , a IN • c5 l y , , t BATH — --_ ----- - --- ----- HALL e-*or Lc ENTRY o (YOL.CLG. _--_-_ _ - -- - — _ --------- hl -�— _ -- - --- --- ----- i ------ -- * ----- 1i r :I -- 1 NJ Trim " ' BCRM. 3 � BDPV. a L �1 Yon 1 GARAGE i sw - -- - ------- __ — _ —_— LL I SD1 ---- --- - ' 1 - --f------------ C') wc W cc G Q Q0 _ PIR MlR ELEV TI Ru L�' v U INFO NATION NOT SNOT N W t- LL w ¢ _ W0 Qcr 0 ZW 00 J Y a W -.oC �� ---- ---, IRE B H --.- j 8-0 L e'-o c c.: i ENTRY o 0 i 9-OL CLG VOL. CLG. 1 x ---- --� - - -- ---- 1 ,-E— --f / ----- --- --- ---I------ -- --�.-- r 1 L j it � � •; 1 - g 1 i Ili ------ - ----- — -------- I I I I '`` €aw �1 -1:� BDRM. 3 j: a'-o-CLG: LUa28 ' II _� - _ ( s. I°e°��;; .ac o•x,�. I; BDRM: 4 1 I 1 �tn°pns "°n D.J.ENQNEER 1.1 a'-0'CLG. I a, 1 7- I IGARAGE RNC AL i = _ - - -- I -- --1------ -- aLDc. sua.n�� r---- — ------ ------- ----- - - ---- 08 13 2001 PLOT DATE _ - - -t - 0701 5077886� WHA-01180 - -------'4---------------- -—-—- M 1997 UHC C09 - - CRaEW SEISMIC ZONE 4 WIND 70 mph U(3) Q WIND EXP. "C" ...•, n SHEET asTO EIFMTION A' PION fA I ALL STRILCRML SHM ;,, ., -_ � ,• : .:...- RFdIWT70N NOT SNOW .. S3.3 ADDENDA ROOF/FLOOR FRAMING PLAN ,�4",= �-°-.SCA - ,r: , i f�`H ■LO _ Ai L R r, .7 I. WE -r OFF`C,F p ,P2* NHR7 ix I 'C?SAL?: ----- ® 4X4 VIA II J NOOK �I 4r •' i A j HP , a 7--� ------------ i ,!�I W - SuFER cr PARTIAL FRAMING Q o = PLAN @ OPT. OFFICE z DEN 9-0'CLG U Q f. I 9-0 GLG hREFER '- - SERV /,' '� - -. ___.. -- PLAN ION NOT SHOWN IITO FOR WLLJ U O � l ' , GARAGE I z W O U 1 � Y O U J _ W J PARTIAL FRAMING - ------------------- PLAN @ OPT. DEN o _ .. - REFER To 8AS"PPANWO r I N PUN MR ALL MCRWA I 73 o WPOR"nON NOT SHOWN ✓� I _ .� ti` - PARTIAL FRAMING PLAN @ ` bey S�fg��C SUPER FAMILY ROOM I a,ba„F� ?n T frye ya a toss ..�•S fF ,°"'"'w - REFER To 949C FRA111NG 12 ; i a Tn�zs�o'cP fArycab/e� PUN FOR ALL STRUGRIPAL .1/1 1 rno,u?hese 9ran� �E,9cj permit=arron rsa •- ' WiORNAT"NOT SHOWN 1 p/a� �X4 r /I I °%'t,4ecOps>rLed or R Af esv^re ao to 9 I of is o o a„a D.J. .. /---------- -� s - IPAL R.O.K. 4X4 - DEPT.SUB.MTE I 9•_2. 08 ,3 2001 F HP PLOTDATE rro200 i roe No. 13- 0701-0786 1 Q ARDMM NO. WHA-01180 CODE PARTIAL FOUND. ,997U6C PLAN @ OPT. OFFICE Z LOT No, 19750-1, 2 k 3 O DES"MERIA SEISMIC ZONE 4 REFER PLAN Po�STRUCTLOALTOM p WIND 70 mph WiURK70 NOT SHOWN WIND EXP. C' oSHEET S3.4 OPTIONS FRAMING & FOUNDATION PLANS SCALE: 1/4-:' 1.'0. f tea .• .. = 11 I 1. MASONRY FABRICATED ROOF TRUSSES GLUE LAMINATED LUMBER SPECIAL INSPECTION SCHEDULE FRAMING SYMBOLS � NOTES STRUCTURAL SHEET INDEX 1. BACK SHALL E MEDIUNN WEUG4T (Y/I) GRADE N.y-COM4NGl WMTN Aii.M.C-62, 1. tRU55 MAIAIfACTVRER ro PaowE CALUA7ON5,SHOP ORAIWHGS,DETAlS,BRDGWG. ,. CLUE UWIATED BEAMS SHALL BE DOIlClAS Flll-MARGIN.WDN,-t/Y DIRER AND CORE SPECIAL NSP[C1OM PQ UBC SECTION ,701a 6 REOUMfFD FUR THE FOIlDMMIG: $t.t PLAN 1 -iWNOAtX)N A,9 k C - _ WITH AN ALLOWABLE COPRESSOVE STRENGTH OF 2000 pr. AND ERECTOR BRACING. LAO&HOATIoNs.AD SHALL CONFORM To THE'sGoanAty SPECIFICATIONS FOR STRUCTURAL O µ it 2 ALL CONCRETE BLOCK SHALL CONFORM TO ASTY Cr90, GRACE N-1. LIGHT OR 2 TRUSS MMAfACTUM TO DESIGN SHEAR'TRUSSES TO RESIST THE WEAL LOAD WOOD LAMINATED 1 TITS PAPA-E.W.S.#117 AND AN9/AOC A-190.1 AND ALL 1} WELDING,OCUD W WELDING OF ROIfORCNG STEEL NO WELDING + 9�TfS 9rAR WNL4.ATFR 10 LiN!U,lL1DY $1.2 PLAN 1 -FRAN6Kr A REFORM WORT WON rm-1500 pAV(ANNOW UM). INDICATED ON PLA NS(WOWM SHEAR LOAD-1Soo LE). STEEL ����IDGffS 51G[WALL lE7MT1L $1.3 PLAN 1 -iRAMNG B a C - Z 1 AGGREGATE SHALL CONFORM TO AS.T.M.C-l"(MORTAR)!A.S.rY.C-404(GROUT). 3. STUB TRUSSES AT RIME LINE M AUGN WITH ADJACENT CONVENTIONAL RATER J06M L DINE LAMINATED BEANS SHALL HAVE THE FOLLOWING OMDEE (U.N.O.ON BANS} 2). OMAUAT AND r4WO D OPOKIPM FUR ALL HIGH-S77EACTIN FRICTION -... S2.1 PLAN 2 -FTT1N(NTON A,8 k C . -FOR SIMPLY SUPPORTED BEAMS.......... 2N-V4 BOLTING. # S2.2 PLAN 2 -FRAMING A B w` r� {. PORrt,vND CEMENT 9ALL E A9 SPECIFIED FOR CdICIKIE. WHERE OCCURAMG -FOR GAHRIEVEtED BEAMS OR ♦� W n ' S. M01RM STALL E TYPE V. 1. 1RV55 RANGERS AND ANY 0111ER NECESSARY 7RI155 HARDWARE ARE ro E o1l1ED FOR WENS CONTINUOUS OVER SUPPORTS 3} ISUIlAl10N ND 119N7EIIG OPCRAd11OMS FOR ALL ADM-StREGTN ANCHOR eOLiS. L )( �__MDLr PLTWD00 9FAR MOEML PIW011 ID COWSTSMC110MI O 52.J FLAN 2 -FRAMING B a C - ST ...__...,.......-.-_....COEWRATION 24F-M FOP-OUT FUNK SOFFIT.OR ADMG9M wOR>FCM4 WALL. Bf TIC 717U55 MANUFACTURER. .. .. 4). IX1RI1/C THE TAKING GE IFSi SPECRIF115!PACING OF ALL REINFORCED CONCRETE. - 52.4 PLAN 2-OPTIONS11 Z 0. GROUT SHALL ATTAR A MINIMUM COMPRESSIVE STRENGTH OF 20M TIM. & ALL GLUE LAMINATED KAM SHALL E UNGWERm.UAO. WITH THE EXCEPTION OF POUDAION ATE WHEN THE STRUCTURAL OESIOM $ 1 TRUSS MANUFACTURER ro VERIFY LOCATION DE,AND PROVIDE AEMiORCEp 7AISBE5 FOR --� $].1 PLAN 3-FOUNDA710N A,e t C W$v 7. MASONRY VENEER SHALL E AS PER C/MPTFR 14 OF THE APPLICABLE U.&C. ?HE SUPPORT Oi ANT MECHANICAL EQIPME T,W ERE OCC1606N0. 4. KNOWS SHALL CONFO M1 TO APA-EW.S.OR AlT.C.6OUSTRAL MPEAMMCE ORNX LOAD. STRENGTH S MO ORFATEN TERN Pc-2500 PAL 1 O IDEATES STWILTMAL YAK AIB IfAlA. 53.2 PLAN 3 -MAIMING A 6. ALL YASOIIRY SIAU.E RRFORCED dOUTED IIA,OI1Rf.GROUT SCUD ALL CF113 WINCH 6. TRIES MANUFACTURER TO VERIFY IDCAAi10N E,AM DESIGN iY1R ALL CEILING.NEK)HT S. MOISTURE CONTENT OF THE LUMBER AT THE TIME OF COLONIC SHALL NO E MORE TOMN 5). MARC THE PLACEMENT OF ALL MMISOIRY INDKATED ON THE DRAWINGS A6 HAVING E_� V GS r+'� Cp/GN E-BAR BOLTS.ETC. GROUT SOLID ALL CELLS S LON GRADE. CHARGES,ATTIC ACCESSES.RETURN AR CALLS.ETC,AS REDAMED BY THE ARCIYIECT. 16 PERCENT WITH A MAX.VARIATION OF 5 PERCENT W ANY BEAM. SPECAL INSPECTION'. 1. s� II01K+UF$NIfB011 eFMlO BILE 53.3 PLAN]-FRAMING B a C I °Wi I es 9. PROVIDE 2-1/2• MINIMUM GROUT SPACE AND 1/Y MORE"GROUT BETWEEN RTN- .7- A COMPLETE SET OF STRUCTURAL DESXIN CALUTAIGI6, INCLUDING A TRILM LAYOUT 6. ENDS OF BEAMS SHALL E SEALED AND BEAMS SHALL E LOAD WRAPPED FOR 6). DURING UMM AND TESTING OF PINES AND CONWWKYON Of CAW-14-PLACE INDICATES PORIONS OF DETAIL S3.4 PLAN 3 -OPTIONS ^ n • FORCING BUS AND MASONRY. DIAGRAM, SHALL E SUBM I TED TO OPTION ONE FUR REVIEW AD COMIENT POOR TO PROTECTON DURING SHIPPING. DRILLED PINES OR CAISSONS. a DED76 OTK LETTER 41MICHH MY VARY PER TABS SALT GENERAL SRtIKTiMAI s: 10.SET ROLES.ANCHORS,REGlETS. SLEEVES. I BERM OR OTHER ITEMS NECESSARY TRUSS FABRICATION, 7. SEAMS SHALL BEM A LEGIBLE APA-E.W.S.OR ALT.C.GRADE STAMP.F GRADE STAMP 7} DURING RACUiDHF OF NONECONOMIC STEEL AND/OR PRESTRESSING TENDONS. )( DDWES TABLE NUMBER IDENOTES SHEET NUMBER DETAILS SwLLI E MNNJm NOTES a!SPECIFICATIONS ` F a FOR THE ATTACHMENT OF SLC.BSEOUE T WORK. ILLEGIBLE OR REWIRED BY BUILDING OFFICALS,A'CERTFKA,TE OF ISPWTION',BY AN SN2 GENERAL STRUCTURK : .2 I!2 11.REFER TO ARCHITECTURAL.DRAWINGS FOR HURL OF I111RS LAYING PATTERN ND JOINT 0. APPROVAL PpDRCNGIAATIOIIS SWLL�i0 iNE aNLd11O'OEPMIMIMR 6). DURING I6TFUAlNN ND STRESSING STAGE OF POST 7ENSKN RE7NRDRE/1ER ALONG ENTIRE LETIGiX O EWE. ? .7 ir�CC .. APPROVED INSPECTION AGENCY.STALL E SUBLOTED TO THE BUILDING DEPARTMENT PRIOR NOTES a DETAINS ,;3 9). SOILS AND FCNW1xN COMPLIANCE MR/PROJECT SOL REPORT PAIR TO S DELLS.UNLESS SPECIFIGLLT SHOWN OTHERWISE A41 COIICREIE BOCK AND BRIG( 9. PROVIDE 2%4 UOOEt FRAMING AT 24'O.L. WHERE TRUSSES ARE SPACED WF7I I4', RH ERECTION. FUI11aUTI0N INSPECTION. SN3 GENERAL STRUCTURAL yP S/All E LAD N RUNNING BOND. LE 30-AW'ATTIC ACCESS.ETC. /�_ Zl Fa I� LAMINATED VENEER LUMBER 10} DIMBG ELONGATION w PRESTRESSING TENDONS l // NDIrART A BOX OF M Of lrA F.MAD(ILL as MISS!:1• �+�a E� REINFORCING STEEL 10.MPRWED TRUSS SHOP DRAWINGS SHALL E A PART OF THESE WNSTI61Cr10N [_L!1 L�oL wm A WJL SIOI Of r-0'.IMAGE ro FMION T6QI} S6M NOTES $TMICTl1ENL _ Ol7CA1ETS. THEY SHALL BE ATTACHED 70 THESE DRAWINGS AMC srlJl E ON THE it} sTAx:n NAL CONCRETE ou 25m L.L CONSTRUCTION SEE FOR DURATION OF THE PROJECT.. 12} STRUCTURAL OBSERVATION. Al FD1 FOUNDATION DETAILS I U R i. Nl REIIiORCWG STEEL STALL CONFORM ro ASTY A-615-40 FUR h BURS NVD 1 7 It.TO14,5 MMAUFACTURER SHALL LAYOUT TRUSSES SO THAT DUCT CHASES ARE NOT f, LAMINATED VENEER LUMBER(LK)SHALL E FARRIGIED W TRUE JOW MOCYIIAA(T.IM). 1}} STEEL MOMENT FRAAE CONNECTIONS. SMALLER. BLOCKED OR WERRl1PTID. LDUSAMA-PACIRIC CORPORATKN(CPC). 0R BORSE CASCADE(BC) OR AN APPROVED 7 TONGUES REVSIOI MM9R. SDt STRUCTURAL DETAILS i EQUAL IN STRUCTURAL DESGN VALUES PER THE FOLLOWING SPECIFICATIONS. ALL LK MOKNES LEAS O EAEGL SD2 STRUCTURAL DETAILS 2 2.. ALL RENFORCING STEEL 00"CONFORM TO AS.T.M.A-61S-0)FOR/6 BARS AND it TRUSSES ARE TO E FABRICATED N THE SHOP OF A LICENSED FABRICATOR. PRODUCTS MUST HAVE CURRENT ICSO REPORT NUMBERS.(ALTERNATES MUST E APPROVED pip 7/� $p} STRUCTURAL DETAILS 3 LARGER t1 EACH TRUSS SHALL E LEGIBLY BRANDED.MARKED OR OTHERWISE HAVE PERMANENTLY N WRITING;BY OPTION ONE PROVE TO ERECTOR). STRUCTURAL OBSERVATION S. FRAMING IVOUT LE030 9. IME-M AND PUMBMF OIL 1 ALL WELDED OAK FASEw To cowoRw TO AAT.w.A-NS.MAP TO E t-1/2 SPACES, AFFIXED THERETO 114E FOLLOWING NFORMATON LOCATED WITHIN 2 FEET OF?HIE 2 LAMINATED VENEER LUMBER STALL HAVE THE FOLLOWING MWS"DESIGN VALUES: IY MINIMUM.010 D STRDICTH-W KSI). CENTER ON THE SPAN ON THE FACE OF THE BOITON CIOAD: 4. REMiORCHNG DETAILING,BENDING.AND PLACING STALL CONFORM TO A.C.I.315. a)).fOEHJTitt OF 11E COYPAM'MIANUFU,CRIIOI/C THE 7OU55. b �l�G b3.THE DEsla+LOW. f(D.B,.,, qw�� .._._-.._....._..,.-,_.,_....._...-_......_._..,,,1"0000� SUUCTUtAL OBSEN T.SHALL E FRONDED R SE51K ZONE]OR 4 IN"C!OF THE 1 a k� J�ML 0. WEDWG E RERNfOOM1C STEEL SMALL CONFORM TO THE ttIRRENi AWS STANIAII06 c.THE SPACING O TRUSSES �())) B.'A 5 st ............... . •.•.._-........._.._...-.......-__._...._._............... FOUDIMNG CONDITIONS E%ISTS'(UK SECTION 1702) I .' R•), .................................._,_,,._.-.....,.............._........._. y�-� USING PROPER LOW HYDROGEN WELDING RODS 14.TRUSSES NOTED WON HOOF E.N.' ON THE FRAMING PLAN SHALL E DESIGNED FOR A F(((c)).Corrp,W.won PArp,N,Ec9br tp OI41n ........._..._.........._..................... 750 W 1). THE STRUCTURE S DEFINED W TABU 16-K AN OCCUPANCY CATEGORY L I OR IL {} E- _OF . 0. THE FouawlNc MNMWM CLEAR 015TANGES BETWEEN REONFOIIOING STEEL ND FACE a MNOpUM a 1500 CBS.LATERAL l0W GARAGED,U.w.o. •f«d.p6,.9m9Mr th-12'.,YxMyy F(I)by(12/d)-(1/7) 2). THE STRUCTURES REQUIRED TO COMPLY WITH SECMM 403, allual _ W+DTE-LWE 1+r A, p\ CONCRETE SHALL E MAINTAINED UNLESS NOTED OTNEAWSE ON PLAINS. -SLABS ON GRADE ........-__.......................-._._..-_.............._._..-....CENTER OF SLAB - YPddu.d NI•RaAY 2.000.000 D.i 3} THE SFRUCTixE S IN SEISMIC ZONE 4. AV,)AS SET FORM N TARE 16-S 6 .NM) p A - V I""6' ........_».._...-....-.........._..,...._._.,,..._......... GREATER THAN ONE,AND A LATERAL DESDN IS REOUOMD FOR THE ENTIRE STRUCT- CONCETE FLOW GRIDS,ioRMED --............- .Z PLYWOOD AND OPEN WEB TRUSSES D.BadFq 9U.w ............_.........-............._....._1.._......_._............_.Le00•pal UE. (EXCEPTION: 1)-AND tz}STORY GRWP'R'. DIVISION 3 AND GROW v I� - ' - e�w ..._...._.......-........_..._.......... i( SI/Iu COFICREfE 73klOW GRI10E.UNFORMED(POURED AGANST FNITQ...._.._.-_ ..__._..3• F(r3.SMar ...................................._...._._.......__....__..........._.......2a5 PW OCCUPANCIES NW(I)a(2)-ST_ KiGIIPS b',r,W AND V OCCUPANCIES). L'�_TA10E Of ORER-4IIffT s° 11 F() DESIGN ASSUMPTIONS �. _. -CONCRETE EXPOSED TO WELT/ER_....... _..._..:.___._.._......__......._.___._«_i-1/2' c.-F-doIMn P'INNOW Iub b W. - ........................_......_........_......._730 TINT N fUX1R A60+[ x`rs SCP -WALLS ......................_......................__.._._...._...-,--_.........__.__.__._.._7• 1. TWLSSES SMALL E FABP1CAlEb BY TRVS JOIST L.JRILw. ANo cONFo6M ro Lce.o F«a•vBu 9TIPMr EHNm t2'.Nldlhh'F(D)Dr(T 3/6Y(+/7) {). wtEN so oESGwArED BY nE F/IcrNEER EI'X]ID. b} 1. rmF EDmtw C: 11 - COLLJIANS NID 6EAM5 10 AMW BMS ........................_....._....__....._......._._............$' REPORT NOD.WERS"UAL, NER-114, S ALES AN AN LC.B.O.APPROVED EOUM W 3. DOUBLE AND TRIPLE 1-3/4'WOE LV.L BEAMS SHALL E ATTACHED N THE FOLLOWING 5). WHEN SUCH OBSERVATION S SPEORGLLY REQUIRED BY THE suAE*mG OFFICIAL LOC, 1997 TRUSSSTRUC PAL DES"VARIES MAYBE USED AS AN ALTERDESIGN WEE / 7. ALL BARS T CONCRETE SHALL E NAPPED A YIMIYW K 36 BAR DMMEID6(2'-0' WARNER.U.N.O. OS DE TH BORN SIDES-- FOR USETRIPLES): E±:zAll! . MINIMUM) AT ALL SPLICES,U.M.O. L 1A1S5 IIANN1fACiH1RER 6 RESPONSIBLE FOR OESDDI OF THE 11ASSE5 NC1110NG f0it 12•!lls5 DEPTH ........___._..-.USE(2}-R01I5 OF 1!NAILS•12'QC. RAC 2 3S101CIi LOW° - 6. ALL DNS IN MASONRY SMALL E LAPPED A WOMAN OF 40 BM OWETERS(r-W SOO=.SHEAR.DEFLECTOR.AND ANY OTHER GOVERNING DESIGN CRITERIA FOR 14'!GREATER EPTN ......USE(3)-NWS OF Idd WKS W tY DC ROOF: t LLi OL ri", ./�G���1 ... CONCRETEROOFi1LEI) _ ry, vNMMMIM) AT ALL SPLICES,U.N.O. 1 TRUSS MEMBERS SHALL E ADICUATELY BRACED AND M60CD N ACCORDANCE WEN TINE EDGE dSTANCE Di MALTING TO E Y. FLOOR: {50((LL)) 21121((DL)) .....STANDARD RESDERIAL FLOOR CMo COINCETE) V)9. SPLICES Oi MOIRONTAL REBAR N WALS AND FOOTING$SHALL E STAGGEED V-4- MAMUFACTURER'S EWNDIETS. 4. OUADRUPLE1-3/4' WIDE LV.L BEAMS SHALL E ATTACHED WITH 1/2-DLL&ACME c} DECK: 60(LL)4 16(Dt,)_.__STANDARD ESDEflNL DECK(NO CANCRIEM z i - IIIIIIl111. 4. .DINT H%MCERS AND ANY OTHER NECESSARY TRUSS HARDWARE ARE TO E CALLED FOR BOLAS AT tr O.C.STAGGERED,U.NA.. WRIT STANDARD HOLE WASHERS ON EACH ME O FASTENER SCHEDULE 3. HATTTY .DAM OIL PROVIDE DOWELS N FOOTINGS AND m THE TRUSS MANUFACTYXIEN. ST BENT.EDGE O6TANDE GE 1/2'01A BOLTS 7D E 2'. MACHINE BOLT ro E ASAM f0.REFER W ALL Sr SHEETS MR oEL1ML HDtCS.Ha611L 0L7KS NO NH6+RUCROFI SPBiGTDILL /OR GRADE BEANS THE SINE "W RM NUMBER AS STANDARD A3o7. S11ES IC ONE 4 ESOSLME _ VERTICAL T WALL OR A COLUMN LICE L 3NG. DOWELS SNW1 HAVE A 11IIIIIUII PPOECITOw 1 TRUSS MANUFACTUREROANY M VERIFY LOCATION EQUIPMENT. OF,AND PROVIDE REINFORCED TRUSSES FOR EDll/A ro STANDARD W SPls4.U.FAO. T11F SUPPORT OF Ntt MECHANICAL FDUPMENT.WHERE OCCURRING. S. 16'!16-DEEP 1-3/4'WIDE LV.L BEAMS ME TO E USED w YULiX•IE UNITS 018Y. RHA TO!FAIN/6® FA6T@M I37f �pgpy�: S(D) _ ,.. 1t./5 OR LARGER BARS SHALL NOT E E-EwT WM"ff APPROVAL OF opnok O L AL 6. A COMPLETE SET OF STRUCTURAL DESIGN CALCULATIONS, INCLUDING A TRUSS LAYOUT & NO FIELD MILUNG OR PLANNING ALLOWED- ALL WLM OR RNBO TO TAKE PLACE AT ROOF SHEATHING u COMMON NN(())FACTOR: 1.30 - kAA BENos SHWA BE MADE Q'M.D. DIAGRAM. SHALL E SUBMITTED ro OPTION ONE FOR REVIEW AD COMMENT PRIOR ro THE FACTORY OR LIMBER YARD. 1aa _ N(v)FACTOR' t.eo it ALL ENFORCING STEEL,ANCHOR BOLTS,DOWELS.!ISENTS SMALL E WELL SECURED TRUSS FABRICATION. N POSODN PRIOR TO INSPECTION AND PLACING OF CONCRETE OR GROUTING MASONRY. 7. TRUSS PLANS AND CALCULATIONS SHALL E SUBIRT7ED TO THE BUILDING DEPARTMENT FLOOR$IIEAl1OlC A6 x Y CCVRSE TNEAOED.YE110W GAD. {. �Lj� I&VERTICAL MRS w WALL SHALL E ACCURATELY POSMO/EI) AT THE CENTER OF 111E FOR APPROVAL PRIOR TO SMART OF CONSTRUCTION PARALLEL STRAND LUMBER T HEAD M000 SCREMS. U " EARNING PRESSURE: 2000 PSi a TRUSSES ARE,O E FABRICATED IN THE SHOP OF A LICENSED FABRICATOR. 3/6'SHEAR WAIL SHEATHING U COMMON OR GLVANZED BOX. REPORT BY: PFIRA GEOIECNNIGI F LL WAIL U-HO..AND TIED INTO POSITION AT TIC TOP AND BOTTOM AND AT RRER1lALS NO REPORT DAHBEN: JULY 2 EXCEEDING 192&1R ON4EEJt5. 9. DOLWEDMR.JESTS ARE TO E NAMED TOGETHER PER ICBM OP.AND BOTH WITH idd NAYS i. CONFIRM STRAND O.REPORT (T NO SHALL BE FABRICATED LCA E TAUS JEST AL N ST HIND 1/I'SHEAR COAL SNFAlIM1G iQa COMMON OR OALVN6ZED BOIL �FF� • RERORE DATE: DULY 25,2001 W MIN.6'R L EL FLOOR PARALLEL STRAPS GILL LINE AT TOP AID BOTTOM FLANGES, URAL DE To VALUES EPOS USED AS ANZ. AN ATE.O.APPROVMANATES UST w APPROVED T- FOUNDATION SYMBOLS & NOTES U {WlH(L STRUCTURAL STEEL 10.WHERE UPPER LEVEL FLOOR HSUCH T STRIPS US SECURED EDESIGNED ,E T.00R TRUSSES AND/ INRAL DEEM VALUES MAY E IOR AS E ALTERNATE.(ALTERNATES MUST BE APPROVED 1/2'GYP.eDAeD Sd wane OR WALLBOARD. PACIFIC S ILS BEFORE: 5;7. OR DLCOR CARDER TRUSSES, TO H TRUSSES MUST O/R LAPPD FOR S: FDl10WMG IN PARALLEL BY OPTION 01E PRIOR TO ERECTOR)-O L 4=6 SOILS EIW/EtTtlNf:.rNO W jH Im A. STRUCTURAL STEEL SWILL CONFORM TO AS.T.M A-572 GRADE 50(OR AS.TAL A-36). LORD CON0171WS N ADDITION DOWN AR THEIR VERTICAL AND/OR LATERAL LOADS: I. PARALLEL STRAND folImO SHALL HAVE THE FOLLOWING MYBMM DESIGN VALUES.2AM. SIB'LIP.BOARD de GOOIER OR MAl1B(NPD. BY11�9 DECEBER{,2000!DECENIR 0.2000 1 2. STEEL PIPE SHALL CONFORM TO AS.TY.A-S3.GRADE B. I. LOT AND/OR DOWNWARD FORCE-1650 CBS.AT(1)-0516 STRAP LOCATIONS. E. 1bdYus d 41eMdty ....._....._.......-.......-____..-........._._......_..2.000.000 PW i() No.t6 GAUGE OR ICRATE`V tXRl7r O WLM /ANCHOR 6BT 02j. llPlliT AND/OR DOMNMRD FORCE 5300 1.85.AT(2)-CS16 SOAP LOCATIONS. F(c).B.nd'x,9 ........._.....__.--........._............-......-..--.....-.-_-»2AOD•PW STUCCO .11 1-1 7 1 �� lP� V/ 3. STEEL TUBING SHAM CONFORM TO k&TAL A-501 OR A-500,WAGE S. c/. UPLIFT AND/OR DOWNWARD FORCE-4500 LOS.AT MSTSO/72 STRAP LOCATIONS. F v)).SMar Slrw ............................._..................._ ..».._...._......-_..-.2W W CER/IER AT LWIDSIL OR NIGIOIR BOLT SPACED N YIG16 ON COO) Q 4. STEEL PLATES SHALL CONFORM TO AS.TAI.A-572 MADE 50(OR ASTY.A-36). IT.TRUSSES NOTED WITH 'BOOR EA' ON THE FRAMING PLAN SHALL E DESIGNED FOR I F m 1 GrdA .........::�::::::-_-.-_......................._..660 pr MOTROMrK 57RAP5 104 COMMON OR/61 SwMFR Z � - •F«d.pUr 9,.IMr AOn tz'.I.HADPIyF(D)by(12/d)'h/o) E 6 1 s. MACHINE Bars AND ANC/DR BOLTS FOR STEEL MEMBERS SHALL OOMNAI TO AST.M MNN1Y OF t5oo 115.LATERAL LOAD CAPACITY.U.N.O. ee BOX AT CS-/6 ALPHABETIC VALUE INOKATES FTERIAN TE Y1EMT�6 ER SPEAR ELEMENT SCHEDULE NOTES 6.1.1 Q Q 1 NO FIELD MILLING OR PL.AYG ALLOWED. ALL WILLING OR PLANNING TO TAKE PLACE AT 2,W FLOOR MOlDO'MN STRAPS(VERIMAL) fOd 1 TO'SHEAR EOMER SCEDULE! OTEY NR A�707 URA.ON PLANS TIC FACTORY(R LUMBER YNTD. 164 C011110N AT NPND22-2 P !IEIT26B S. LIGHT GA COLD FORMED STEEL MEMBERS SHALL CONFORM M A.S.T.M.A-441. FOUNDATION 4. USE'MOLMANIZED'(PRESSURE-TREATED)WONT AT EXPOSED EXTERIOR APPLICATIONS;I.E. FOUNDATION WLWNN STAMPS(tERTGIJ 18a SINKER A7 NR22! '. U O 7. w-TINSOE BOLTS.MERE 91DKATED ON PUNS OR DETAILS,SHALL E OF THE FRICTION DENS,PORCHES,MACOwES,ETC. SWPSON SOS 1 4 %Y$GEMS AT FHD -\ FwGCAMS LENGTH OF ANCHOR BOLTS SPACING AT MLOSILL,OR VICOD STRUCTURAL PANELS P/� Q I� HYPE AND THENCE SHALL E NO PANT. OIL. IALTJ/lER OR pALVANGINC BETWEEN,?E 1. THE*OUR*ULTIATE O MPRESSAE STRENGTH AT 26 RAYS SHALL E 2500 PON.(3000 HH4MNCERS AS DIRECTED E MWUFAIOTMER. ALTERNATE SHEAR ELDMDR 512E OR DESIGNATOR. SILL PtAtE AaID6ML PLANE VERTICAL A 0) /R� CONTACT SUEACES.w-TESAF BOLTS CALL CONFORM TO A.S.T.M.A-az5.ulLo. Psi FOR MAT FOUMDKIDN SUBS-0N-GRADE). NOTE THAT THIS S THE MwUDM DESIGN LAMINATED STRAND LUMBER SOLE PLATES 164 P-MIL(0Lr1) - IAAN9 AAACWAWE MDR¢�pNIS 1,1 ■■ E. WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWL&D1.1 USING APPROVED E70XX VALUE. HIGHER VALES MAY E REQUIRED PER SEE CONDITIONS. PER THE SONS [[,, POST- ONLY: W ii Q Q FLEC'TNOOE'S. EiNOlIEER. OR PER TE BUL.OING OFi1CHAL FOR$FECAL fXPCSURES.R6ER ro TNE ®INDICATES UNIFORM LINE LOAD IN EXCESS OF 750 PLF.POST-TENSION III.-NALS 0-ATw aC 0)Ot SSt.Vflm ��_" 2X�� FOLLOWING CODE TABLES: 1. LNAATED STRAND WMBER(LSL)SHAM E FABRICATED BY TRUS JOIST MO,AWIAN AND a TABLE 23-X-B-1 P l - 9. Al WEIDMIG 9HIAl1 E PERFORMED B<A CERTIFIED MIFIDER. 114IIG THE ELEGIAC A(S WpGTFD ON TABLE!i00I1OTE5) DESIGNER SHALL ASSUME ALL GOER UNIFORM LINE LOADS-7S0 PLF. d �fNArCRT:2W�. (2x SOIX RCAF) CD MUOMLJ EXPOSURE TO FREEING AND THAWING TABLES A-19-A AND 19-A-1. CONFORM TO 1 C B 0.REPORT NO.4979 AN I C.B.O APPROVED EQUAL N STRUCTIRLLL GENERAL FW9OlG O SHADED NYC PROCESS.AT LICENSED SWOPS, OR OTHERWISE APPROAm BY THE lJXX _ pO g � BUXDM DEPARTMENT. b. SPECIAL EXPOSURE CONDITIONS: TABLE 19-A-2 DESIGN VALUE MAY BE USED AS AN ALTERNATE(AL1E76ATE5 MIST E APPROVED 16d P-NHL(0m).UN.O. I,� •. 10.CONTINUOUS INSPECiONH 5 REAIIIRED FIR ALL FL1D IWElDING. EXPOSURE M DEICING CHEMICALS.TABLE 19-A-3. w wwnw BY OPTION ONE PRIOR TO ERECTIOw) W IIOKAFS M0.7m TPE HENDOWN WMOCtOWW 3/w APA Aim REAUi (.2}#GWS tW AT I/Y DDL Aa 21 RAOBD 1- W Q c. / d. EXPOSURE TO SULFATE CONTANWG SOLUTIONS: TAKE 19-A-4. 2 LAMINATED STRAND LUMBER SHALL MATE THE FOLLOWING MINION DESIGN BOLTED CONNECTIONS A307 BOLTS W/STNIDIRD CUt WASHERS. IgDDINN 7 4 ( 6tl COMMON NVLS AT AT aG ♦ O.C.SWCQ® d 3Y oG. � Z =j M ALL STEEL EXPOSED ib WEATHER SHALL E HO--0IR GAYAMIZED LATER FABROATONN, •. MAX.CHLORIDE ON CONTENT FOR CORROSION PROTECTION: TABLE 19-A-5. ®AT f1D96 MD,Y o.0 d FpD. (2X WOIL PLATO m WDWM) a- OR OTER APPROIED WEATHER PROOFING METHOD$MAY E USED. E MOdWN d (11-1�4•DESIN AMID SMAlER) ......_...1.300.000 iMi ?tlLn:0.145 X 1.iz5 PE4TMT�N WT}7 W I6xhL1F9 STIVP 1WE NHQDOWM ppMElTIR4 � - UALON6lF GNAOn:2e0 PIO O Q' / It WAND NE FINISH IS ATTACHED TO STEED PROVIDE,/2'DI.BOLT NOES a 35'OA., 2- CONCRETE FOR STAR ON GRADE SNMl1 HAVE A MCMNM SLUMP d• 1'PER ASTY. ( ) ....._. M11D SINS PENETRATION ARM CONCRETE 0.140 X i ]/Y APA M1F0 1iNMa Lu A O 11 C-t41 F. ModuMn d 11-7 6•BEPTN AND GREATER _.1,500.000 A. H-ROWS,N Ar I/I'w As MVONMc \ U.N.O.. FOR ATTACHMENT OF NAIERS.SEE ARC6TECTIRAL DRAMIIGS FOR FWaS11F5. F D.BR,&N Stre it-1/4'DEPTH AND SMALLER 1700•pM IR,AH NMHNH NMLL AT S D.G 1X W/ (ALTERNATE OA X J'NELSON STUDS•36'O.C.,U.N.O.). F(D),9-d"St- 11-7 jj _•.._•.•--,-•- [E 'J 1 ALL CEMENT USED SHALL CONFORM TO AS.T.N.C-150. () ( /6'DEPTH AND GREATER) »:.....7............._2250•PM SV.%NC/WINO CLIPS ;Al OINECIED BY WNWALTURER. DAODD®AT mOFI AO,Y t>L T o.C.6umFRLv R fY OC FAAxHm � Lam. 11 ALL 111'OIN(IIIMSHW All MATERIALS STALL CONFORM ro THE LATEST EORIDN aF THIS 4. FIE AID IX)IRSE KX:REDATE SHALL CONFORM TO AS.T.M.C-33 FOR NORMAL WEIGHT F v.SA.r Sb.r .........................._.....-.-........._........_.»».._....«......._..._265 W A/IL110F1 BOLTS F� E��{ " CONCRETE AND AS.T.Y.C-JJO FOR LIGIIIWEGHYHYE CONCRETE, c C-I,.ADM^P,vpMIWpA le CrIA ........._......................_..._.........SM PM GEMS H OT LISTED S DIRFITIED BY CODE AND/Ot MAAAW ��F Wes,:Ow� t2X WOIE FLATU OK MIOEW MMAY m ILL I/V J SPEGFHGTMNS FOR THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL •F«d.p11W 9natr tiO_i2'.N•NbN F(b)by(1214)-(OOM2) TYPICAL MCDSR1 ANCHOR BOLTS TO E SAY DAIETEt.14-LONG. M O _wj 2 Q FOR BUDNGS'. BY A.LSC. S. READY-MIX CONCRETE SHALL E MIXED FIND DELIVERED W ACCORDANCE WON AS.TAL 3. AO GELD MILLING OR PWACG ALLOWED. ALL MILLING OR PLANING TO TRIO:PLACE AT # InL M ALL GROUT UNDER STEEL BEARING PUTS STALL E SOLD DRYPACK OR MON-"04K C_%. THE FACTORY OR UMBER YANG- x14'ALB•s(4 P�CCTION�A SLAB)L1E1 of SAY OVIETER 9 APA NOTED I N I AT 2 (2}#JO,R AT 6a,r Aa tt 6Rd06./ D Z � O U OROfI PLACED AS OIECTCD BY iNE 4NNUFAC71REt. 6. PROVIDE 3/{-CHAMFERS AT ALL EXPOSED CORNERS.UAO.BY ARCH.SPECS. TRTH R COYWx COLT AT Y O.C. Y O.G JE RAM o,lY O.C. f- sTAOOERm A m9Es NR'a-cm W 4XXA PH,WA t2%,N1.OWLL) MAW1N O >Y*115E 3/4' DWIETER.15'11IG AB'.W 11EL Di 5/6' DIHNEE+ ®d Fan 15.STEEL IS TO E FABRICATED N THE SHOP OF A LICENSED FABRICATOR 7. P'OLYETIMENE VAPOR BARFRIER (WHERE REWIRED) SHALL EXTEND 2•INTO ExtE7NOR WOOD FRAMING SCHEDULE .14'AB'.(4-PROJECTION FROM SUB). (ALIGWIiIE CAPAOft SAPS PD to SHOP ORKNHGS SHALL E SUBMITTED TO OPTION ONE FOR REVIEW AND coIMET PRIOR AND INTERIOR FOOTINGS!SHALL E LAPPED A MINIMUM OF r. PUNCTURED BARRIERS NAIL SVI IGDULE /1 W U¢ TO FABRICATION. SHALL E REPLACED OR REPAIRED. MOIL t6/SY s,WJCTIRF I APA Alm a)-R2M5]A•.,6• 6/W'TA AM SX OnuC W/ `/ i 17.MR WELDING AT BRACED FRAMES!MOMENT FRAMES,THE WELDING FILLER METAL SHALL e. SILL FASTEND: 1. ALL CONiEM10NA.FRAMED PORTIONS TO E CONSTRUCTED PER SECTION 23M OF THE 10'LONG AD i2-LONG A&'.MAY E LSED N-LIEU OF W Low 9TG•./I.GOMaM MARS d HAG]d 6'O.0 A 1Y O.C. SM90T® � J � U C! HAVE A GIMPY V-NOTCH(ERN)TOUGWIESS OF 20 FT-LB..AT 70 F. UNIFORM BUILDING CODE. ALL NNUNG IS TO E PER TABLE N.23-X-B-1 OF THE �ERI mm l ANgal AND 16'LONG A&'.IF A ONE-PCIR FOUNDATION SYSTEM S USED. ®Y..�ATF d LD66 (QAOC!NS-gaHED) (3R YLOILI wWJq DND,z CG d . M DXE FAATO (E70T-4 6 PROHIBITED.) 6 6.OAMLTET. 14 LONG ANCHOR BOLTS INIIO CONCRETE. r-0'O.C.MAxIUM. UBC(UNIFORM BUIDING CODE). CORE WIRE PMETAATION WYtE ME �I(TO WINN AUGME OMOIr.DO AT) LOUcc _ Ai 2 GENER/��a��T�NL MN.OF(2)-BOLTS PER PECE HITTH(I)-BOLT LOGGED NO MOIL TAN 12'OR LESS 2. PRE-OMLL FOR MAILING WHEN WAIL$PACING RESULTS Al THE WOOD SPLITTING. DM Gl10E INTO MAN OA GAUGE INTO VAIN cc AL THAN(7)-BOLT UTAAETEliS FROM EACH END AND/OR SPLICE OF 7ME RECE,UN.O. 1 AL BOLT HEADS AND RUTS BEARING OR WOOD $RILL HAVE STANDARD CUT WASHERS 0146' 6 MN.1.70 ALL ANCHOR BOLTS REQUIRE SCARE PLATE WASHERS PER THE FOLLOWING TABLE: (to-ANCHOR eDLrs MAT BE USED F A ONE P011it FWN0ITIDN SYSTEMS USED.) AND ALL BOLT HONES SHALL E DALLIED MN.1/32-AND MAX.t/16'LARGER THAN THE IQ", . .10-1 WN 1.5Y �i. TEMPORARY SUPPOWM ETC..AE THE SOLE RESPO/SIMMY OF THE FRAMING CONTRACT R NIERIORON-�FA^AA'!NONBEYN„r. Hc. BOLTGAEIER. 0.148' DYIN1.76' >r FNIAajM26 BOLT NIA SDLAREplA1F WASHER SIZE I.C.S.O. APPROVED SNOT PINS WITH CADMOM WASHERS, 32'O.O MAXIMUM,r FROM PMETPATION }16•X 2'X 2' ATAID HAVE NO BEEN LONBOERED BY THE STRUCTURAL ENGINEER. FRAMING CONTRACTOR 4. ALL BOLTS$HWL E RE-lIG1YTElNED PROM ro APPLIG7TON OF fI115NES. 0.f46' 9 MR 1.78' 0.12r f0-1 MIN.iS1 MIRE WALE / ( 2%MUD-SILL)S RESPONSIBLE FOR THE STAB6M OF TE STRUCTUE PRKR M THIE APPLICATION Oi CORNERS ANO SPLICES U.N.O.ON PUNS. IRO MUN5/6'S. T7P PORES E All SAID WAMI $/ALL E TWO PIECEF W SAME SIZE R SLXE. 0.162' 6 YW.1JF4' 0.135' 10 WN.1.62 01A CAIGE 1/1'%2-1SHFAIR WALLS, ROO AID FLOOR DIAPHRAGMS AND FlNISH,MATERlUS.NE SHWl PROVDE 9. IRE S/B'olA.16'ANCHOR BOLT$PROIECIING 4' ABOVE TIE SLAB AT All 3.AND U.N.O.SPLICES TO HAP/'-O'YIN0/lIM WTN A Ww4lM Of CD)-160 HATS PFJt SPLICE. /2'%2-1/2'RAT 3X NUD-SILL) _j wTIE NECESSARY BRACING To PROVIDE STAMM PRIOR M THE APPLICATION OF THE AFORE_ (2}2. SNFAR PANEL 5Ll LEGIONS. (11'A.&'.MAY BE USED F A ONE POUR 0.,9Y 6 MN.2.J0' .116' 9 MN.,.7r 0.1]t'10-1 MIN,ta7' 3/4' 5/16-X 2-3/4-X 2-3/4'(AT ALL CASES) MENTIONED MATERIAL$. OBSER/Al%IN VISITS ro SITE BY FIELD REPRESENTATIVE d'THE FOUNDATION SYSTEM IS USED). a PROVIDE MIN.2.5 RAFTERS W 24'O.C..WITH A MAXIMUM SPAN OF e'-O'AT CAUFORNA N STRUCTURAL ENGINEER DO NOT INCLUDE Il6PECTONS OF COISIRUICTI0M MEANS AND 1Q ALL CONTINUOUS GRADE BEAM F007YA5 TO HAVE MN.(i)-{4 REINFORCING BAR AT FRAMING. C/1PORNA ERRING TOE BRACED ro SIRl/CT1RK GRAIN('BELOW. ANCHOR BOLT NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERNG THE FAILING. Z 1. EETHOCIL OBSERVATIONS PERFORMED W ARCHITECT AND/OR STRUCTURAL ENGINEER TOP AND BOTTOM,U.M.O.ON PLANS. 7. PROVIDE NORMIN 2.6 STUDS AT PLUMOM WALLS. WRING CONSTRUCTION ARE NOT CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH At.PROVIDE #3.24' LONG DOWELS AT 24'OZ AND 12' FROM CORNERS AT ALL B. PROVIDE tab DIAGONAL.LET-AV BRACING(AT APPROXIMTELY 45 DEGREES)EVERY 25'-O' NOTES (n ARE PERFORMED BY OTHER. OBSERVAKNS PERFORMED E STRUCTURAL ENGINEER ARE CONCRETE STOOPS AND PORCHES,U.N.O-ON PLANS, MAXAAM N STUD WINS NOT FULLY SHEATHED.NAIL WITH c2)-6d's PER SAID AND(3)- ROOF AND FLOOR SHEATHING ABBREVIATIONS - 1. USE APA RATED SHEATHING PANELS.EXPOSURE 1,WITH EXTERIOR GLAZE W 5 PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF CONTRACTOR UNDERSTANDS 12 ALL ENFORCING STEEL. ANCHOR BOLTS. DOWELS. AND 07HER INSERTS SHOIL1 BE W.AT EACH END TO PLATE(MIN.(4)-STUDS). (OSS 5 ACCEPTABLE W-LIEU O PLYWOOD PANES-PARTICLEBOARD S NOT FLOWED). w s DESIGN INTENT CONVEYED IN THE CONTRACT DOCUMENTS. OBSERVATIONS DO NOT L 11, 9UARANTFF CONTRACTOR'S PERFORMANCE AND ARE NOT ro BE CONSTRUED AS SUPER- SECURED wro POSITION AND INSPECTED W THE LOCAL INADING OFFICIAL PRIOR TO 0. PROVIDE SOUND BLXG.BETWEEN JOISTS UNDER WAILS PERPENDICULAR TD FLOOR JOWS. ROOF SHEATHING 1. A.S. : ANCHOR BOLT W.Nt. : INTERIOR 2. ALL FRAMING;MEMBERS ARE TO BE DO GLAS FIR AT A WANSAN OF IS'O.C_LOAD. ALL W VISION O'CONSTRUCTION. THE PLACING OF ANY CONCRETE(5/e'D.X 14- AN04OR DOLTS MAY BE"STABBED' W.BEAMS AND HEADERS ARE TO BE SUPPORTED WITH 7HE SAME WOTH FULL BEARING MIN.,HER APA MIND SHEATHING.PY 24/0(OR s2/I6.EXPOSURE 1 OR ETEROR. 2. AODTL ADDITIONAL 57.JST. : JOIST OTHERS NAY REOUE STRUCTURAL COINAGES. F ALLOWED BY THE LOCAL BUILDING OFFOAL). STUDS OR POSH U.N.O. ) 1 ADJ. : ADJACENT E.(XP) : RING POST 1 ALL PANEL EDGES SHALL BE BACKED WITH 2'NOMIAI OR AM FRAMING, PANELS ARE 2 VIBMTIOAL EFFECTS OF MECHNACAL EOUPNENT PAYE NO BEDN CONSDEED. CORN 64 COMMON MACS AT 6'O.C.AT EDGES AND BOINditlES.AND 12'O.C.AT FIELD, a NOV : ABOVE Be.K-POST : RING POST /iS O 1 CONCRETE SW-OH-GRADE HAS NOT W04 DESIGNED BY THE STRUCTURAL ENGINEER 1J.VOW LOCATION S E PROPER ANCHOR BOLTS, AND O INSERTS WITH FRAMING 1T.FRAMING FOR PRE-FABRICATED A FIREPLACE BLUES STALL H BALLOON ATFRAMEDTHE FULL PANEL EDGES UNBLOCKED. 70 E INSTALLED VERTICALLY.RECEIVING `/ 2 OONIINGS 4A ASSURE PROPER TAD ACCURATE INSTALLATION.WRITING 5. ARC : ARCHITECT 60.. : KING 5fUD(s� A PEER TO 579W1C'RMF CALCULATIONS FOR ANY OUESfION REGARDING LJIIIBEA GRADES. IM]Clfi USNC 2.1 511N5 AT 16'O.C. BRACED AT AND-NEIGH AND AT THE PLATE S� S,CD( 4. ALL DA/dRNG MEMBERS ECEMNG EDE NNU11G FROM ARMING PANELS SHALL E 3' S. MCA. : ARCHITECTURAL $2.K- S): RING S LAMS AND HEADER SIZES,FOOTINGS.AND SNFIW REQUIREMENTS. N.FOOTINGS SHALL BE EXAMINED AND CDYIIFAD IN LACE E♦N OF PROJECT SOTS/ FLOORS.U.N.O. FLOOR SHEATHING 7, B.C. : BOARD CHORD 62.WMOM : LAMINATED VENEER LUMBER OR LESS ON ALDER AND NALS DALE NL STAB WH�FJE MKS ARE BRACED 3'O.C. GEOLOGY ENGINEER PROR TO T AND/ONS AND PLACEMENT fK CONCRETE.(F SO 12.FLOOR JOISTS W ARE NOT DESIGNEE ro SUPPORT WAGER LDS. OPTION ONE SHALL BE MIN 21/32'APA RATED GROOVE. SNFATIN RI(DEFORMED ED SHANK) 1 OR 6. BD. : BOARD 63.WNLJF. : MANUFACTURER TUBER OR IETb. A.RATE zSWA 3 AND 4 UE o+...ne aoa„�n,< _ a REFER ro SOILS NttP.M,FOR ANY QUESTGN6 REGARDING 5oL5 EOI11R£IIFMs. REQUIRED E THE SOILS REPORT AND/DR BlD'G.DEFT.). 140TFNED F WRIER BEDS ARE TO BE USED. Ex7v6oR.TONGUE AND(YROOVE. WITH 104 COMMON NMlS(DEFORMED SIMNK)AT 8'O.C. 9. BLD'G. BUILDING 61.MAX. IIAxWUN 5. MERE APA.MOOED SNEA7IIMG 6 APPLIED ON BOTH PASS O A COAL AND MA SPACING �'�`�"��. m 6. NO FUNNING OF ANY TYPE SHALL BE CONCEALED PRIOR M INSPECTION BY(OA'EtNING IS,FOUNGAgg (WIDTHS AND DEPTHS) AND REINFORCING AS SHOWN ON PLANS ARE TO 13.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUITS. ETC_UNLESS AT EDGES AND BOUNDARIES. AND W O.C.AT FIELD. PANELS EDGES UNBLOCKED.M X Y TIC BLX'G. T BLOCKING Sa M.B. MACHINE BOLT N LESS THAN 6'0,C.'ON EITHER SOL PANEL JOINTS SHALL BE OFFSET TO FALL ON iM;.�„„€'„°� �. .1 I /DEICES. E SUPERSEDED BY LOCAL CODES.ORDINANCES.OR A VALID CIVIL ENGYNEEIMNG REPORT SPECIFICALLY DETAILED BY OPTION ODE COARSE TREADED. YM IDW ZINC. MT HEAD. WOOD SCREWS MAY BE USED W-LIEU OF' 11:eu. : BELOW 6a MIN. MINIMUM DEFERENT FRAMING MEHJBES,OR F7A?NNG SILL E 3�„RCMICA�L OR iHMGTET AND NMALS "^""' "R NC. 7. OBOYIG AND DRAINAGE:ALL PAVING. FLAT WORT(AND PLANTERS NEXT TO THE BUILDING WIICN REQUIRE INCREASES OF THE SAME 11.1ITICY 1110O1ON WENT HOEDOWNS. ANCHOR BOLTS. AND OTHER INSERT WITH THE HOW COMMONS(ICSO/SOS.3).(NOTE:USE Ph 46/24 WHERE JOWS ME SPACED•24-O.C.), IL S M. : BEAM 67 M-L : MICROLAM CTJM) ON FACT SDE SHAil BE STAGGERED. Ir,.,' 'r .T__°"�y_"Eb„�M - SMALL E PROPERLY GRADED TO CAM"NA7FTt AWAY FROM BUILDING. 10.WRITING PERIOD FOR CONCETE SLABS-ON-(BADE PRIOR ro SHAM CA c0N6TRIICT10w CONNCREfE CONTRACTOR TO ASSURE ACWRAIE NSTALUTHON. 13.sm. : BOTTOM Be MULT. : MATIPIE & WHERE UHGYN OF APA RAM SHEATH& SHEAR PAD$'EHCFD 4.FEET MODULAR WIDTH, •,w'o= �„c1r.A,,,,l, 6. MO CHANGES ARE TO BE MADE TO THESE PUN$ IIT111D1T THE K/IOIAFDGE OR CONSENT SAS FOLLOWS(MORE:RooOYMEDEp.BUT NOT REQUIRED BY CODE): ,: I4.BR'G. BEARING W N.T.S. NOT ro SCALE PROVIDE EOIAI PANEL SECTORS.APA RATED SNEATHHWG°4EAR'WF15 9/ALL E �-• � !x THE STRUCTURAL ENGINEER WHOSE SGMTURE APPEARS HEROIN. 15.CONKNTDNAL SAWN LIMBBER DOUBLE JOIST SW41 BE AIiACED 'NT711 (2)-BONS 1. PLACE SIIU7NMG PERPEDIWLLR 7D JESTS WI7N'C'FACE ODMI NR PLYMOOD AND 16.& : FULL BEARING CRIPPIF(S) 70 O/ : OVER CONSTRUCTED WITH APA RATED SHEATHING SHEETS NOT LESS THAN 4 R X 6 R.EXCEPT •.WAU(CA SUBS 24 HOUS AFTER CONCRETE HAS BEEN POURED. OF 16d'D 6 12'O.C. EDGE DISTANCE O'RULING M BE 2'. FOR DOABLE t-JOIST WRAP SOD RESISTANT COATING W FOR O.S.B. 16.C.J. :.COUNG JO 71 D.C. ON CENTER AT BOIMDARIFS AND C/WINE w FTAYNC WHERE MI}hSIW SHEET OYAFISDM 51M1L E 2 FT. 9. ALL OF TE AS.T.M O3IGATION6 ARE To BE OF THE LATEST VOSON. D.EON WALL FRAMING h5 DAYS LATER CONCRETE POUR. CONNECTION REFER TO DETAIL 3/SN4. 17.C.J. GEMINC JEST 72 (P) POST ENGwEFR 1Q fRA1OlG SUB-CONTRACTOR 10 CIECI( AND VERIFY 52E AND IAGTION OF ELECTRICAL d C.BEGIN ROOf/PLOOR FRAYIG 7-10 OA13 LATER CONCRETE POl1R. 16.TRIPLE AND LARGER JOSS SHALL BE ATTA04FD WITH 1/2• DlA MACHINE BOLTS• 2 THE SPACIG N ULHES O'ROOF MD FLOOR SUPPORTS OVER WHICH TINE PANELS AE 1a C.L CENTER 011E T3.PEW. PERPENDICULAR 7. APPLY SHEAR MATERIALS PRIOR TO FURRING. FROM BOTTOM TO ?OP PLATES WITH NO SERVICE AND PLUMBING RUNS WITH ELECTRICAL AND PLUMBIC SUB--OONIRAC7OI15 A.DO NO LOAD ROOF PRIOR TO 14 RAYS AFTER CONCRETE POUR. 18'O.C.STAGGERED, WITH STANDARD HOE WASHERS ON EACH SIDE OF BEVY. EDGE AMTIED STALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. 19.lX'G. CEILING 74.P-L : MRALNI(TAN) MERRlP7DNS.(CAN BE APPLIED HORIZONTALLY OR VERtIGAA.IY). D.J. BEFORE THE BEGINNING O CONSTRUCTION. DISTANCE OF 1/2•DA BOLTS TO BE 2'. 1 ALL PANELS DULL BE IDENTIFIED WITH THE APPROPRIATE GRADE MINK OF THE APA 20.CU. : CLEAR 75 PS.L . PARALLEL STRING LUMBER A. AL PANELS SHAL1.E MnRED OWN THE APPROPRIATE GRADE MAW OF THE "A PRINCIPAL tt.W DFDIATMNS F1OY STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN M.WALX ON SLABS 24 HOURS AFTER CONCRETE HAS BEEN POURED. 17.All MVLi1PLE ENO°TO E ATTACMFD'MINI 164'D•tY O.C. OR Oi.PA 21.COL : COLUMN 75.P.T. PRESSURE TREATED OR D.F.PA - R.O.K. APPROVAL OF THE STRUCTURAL ENGINEER. APPROVE BY GOVERNING AGENCY DOES NO D.EON WALL FRAMING 3 RAYS AFTER CONCRETE POUR F CYLADER BREAKS MOCATE 4. 7T IS RECOMMENDED. BU HOT REWIRED. THAT THE FLOOR SHEATHING BE OILED ro 22.OONC. OORORE7F 77 PLT PURE 9. TWO LAYERS OF GRADE D WRITER RESWw PAPER SHALL BE APP.ED GAO+APA RA7FD te.AL MACHINE/CARRAGE BOLTS.LAG BOLTS.AND SCREWS SHALL BE INSTALLED PER TDB 23.CENT. COIITYNIOUS TEL PLYWD. PLYWOOD SHEAHING SHEAF PANELS AT EXTERIOR SAtJCcO WNl 1AG71d/5 ONLY. CONSTITUTE NUTORM TO DEVIATE FROM THE PLANS OR SPECIFICATION& ON.2000 PI STRENGTH. NATIONAL DESIGN SPECIFICATION).1997 EDITION.(ANSI/APAPA NOS-199». THE JOISTS TO HELP ALIDVIATE SQUEAKING.USE ADHHESNES MEETING APA SPECIFICATION BLDG. B.047E e).EGIN NOOf/FLOOR FRAMING ATER SLABS ME STRESSED. < AFL-0,OR ASiM D349a AND APPLY w ACCORDANCE WOfI THE MAMJFA(,TIMEiS' 24.DER. : DOUBLE 79.RMf. AFTER 10. THE MINIMUM EDGE DISTANCE FOR NKS IN THE RECEIVING MEMBERS AND THE APA 08 13 2001 12.bR EOUAL':THE CONTRACTOR SHAM SUBMIT FOR THE ST�RUCTRAL ENGIEtR'S AD ) 25.DET. : DETAIL Et.IEINF. : REINFORCING APPROVAL ALL MATEIW5 oft ECAPME/T WHICH IS CONSIDERED'OR EQUAL*ro TAT III.. .DO NOT LOAD ROOF PRIOR TRH STRESSING OF SLABS. 16.ALL NS(UR WALLS 10 E SECURED wrt4 S X 1.1 S PER MANWON INTO C N CETE AT RECOMMENDATIONS. Et. RATED SHEATHING SHALL BE 3/e•FOR IL NOMINAL RECEIVING.MENDERS AND H/Y FOR SPECIFIED. 17.(?QQ ION IF APPL M7101/5(D.N.D.). USE R'I PAS:0145'x SVa PENETRATION INTO CONCRETE ON 26.D.F. : DMhwmOUGLAS FIR &I W. : ROOF FOR 3''NOMINAL RECEIVING MEMBERS.FLIT BLOCKING ECEMNG 100 NALS SHALL BE T ah POST TENSOR$LAB 70 BE OESGHED BY OTHERS. LOWS FROM THE STRUCTURE 32'OC.(ICBM/T29o)OR nw RAASET'1500 SFNAES:0.140"X I. PENETRATION ONTO 27.OE. : DIAMETER 63.REQ'D. : REQUIRED ]'BY 4'NOMINAL OR LARGER. 10 D4 2001 13.PRO"SPECIAL INSPECTION WHERE REQUIRED SIT SECTION I701 OF THE LAIC.! 'NEE CONCRETE AT 32'O.C.(ICBO i1147). 29,ONE. : DECK OIS 63.R/S : ROUGH,SAWN ABOVE SHAME SUPPLIED RE THE POST TENSION ENGINEER PRIOR 10 DESIGN.ANGER REWIRED BY THE OTER CONSULTANTS CONS-MKTIOM OOCll11ERNI5. W ApOIiHON,VERIFY 29.D.J. DECK JOIST 9/.(5) FULL BEARING STUD(S) 17. MLYNNIZE'D TANS SHALL E/10THOPPED OR TIIMIBLED. OPTIONONE��. ANY OTHER CONDITIONS REOUONG SPECIAL XSPFLTON WON 111E BLAIDIG OFFICIAL. DOLTS AND OF HARDWARE 1D BE DEDWM ON tHE PO57 TE610//PLANS ro NOD 20.SPORE FLOOR JESTS LOCATED UNDER STACKED SHALL PIES wrtH 7 BAR HEEL SAWN LUMBER 30.OP. : DEEP 65.SILL : SELECT Las-LOCATION OF HARDWARE. LIPRICHrts wTH SCREW.TALKS AT BOTTOM. DHORIHG SHALL BE LOCATED NEAP EACH END 31.EA : EACH ONO SKIT : SHEATHING wuasAcrUFm PANWS 0701-0786 to lIWF55 DOTED OTE7NIISE ON THE DRAWIGS, pETAlS ON DRAWIGS SWLL BE USED f0.BULDER TO SLOW A COPY OF VALID SOILS SPORT TO 7HE&FDING DEPARTMENT FOR OF THE PILE AND OE AT MIND-SPAN OF TE PIE. t. ALL SAWN LLM�A S/Mll BE GRADE MARKED BY ONE OF TINE FOLLOWING ORO4ANATIONS: 32.BEV : ELEVATION 67:SW. : SIMILAR MFNML WHENEVER APPUCABIE WHERE NO DETAIL IS 94OWN•CONSTRUCTION SO L E AS SHOW PLAN CHECK PURPOSES. 21,LAG SCENES TO BE W PREORIlED LEAD VOWELS -W.C.LI.B. ((STANDARD GROOMG RULES#16). 33.MCIIM : NOT A SNWN LIMBER:M.E. N Sri. : SMPSCH AaOw, $'��• FOR OREN SOKM WOOC 19.ALL SOTS REPORT NEWM ENDKI016 TO BE PART OF THIS APPROVAL AND SHALL E 22.PENCE POSTS MUST BE PRESSURE TEATED OR MTLR4tLY DECAY ESSTANT. -W.W.PA (STANDARD cRAOING RULES). LUMBER GLIB,P-L TSL,QC. N.SlP'G. :.SLOPING ®NWOY FRAME AID HANIDr rAHa WHA-01190 I5.CONSTRICTION!DOCUMENTS REPRESENT THE FINISHED STRULTUE. URLFSs OTHERWISE ALL IMPLEMENTED IN THE FIELD UNDER THE SUPERVISION O THE SOTS ENOMER. -N.LGA ((STADAD GRADING RULES FOR CANADIAN Lumem.U.S.EDITOR} 34.EN. EDGE RILING so.SPECS. : SPECIFICATIONS MAMffFTUAED OR WVAIWD 6TMUCRwN IYNWi LBO"r-MAlt SHOWN. THEY 00 NOT INDICATE NEiF10D Qi CONSTRUCTION.PROVIDE CAISTRl1CCilON 2- ALL SAWN LUMBER SHALL BE DOUGIAS FIR-LARCH. J5.ED. : EQUAL 91.50. ]ORE (ALLOIWHWLE CAPMPW.SEE IMAF.UllMIW CODE MFAAM METHODS,TECHNIQUES,SEQUENCES AND POOCEDUREs AS REOURM.PROVIDE 20.PIESSIIIMZID PIPwG S PROHIBITED CINDER THE SLAB FILERS. 36.E/S : EACH SEE : I2 STAG). T STAGGERED ® 1997 UBC ADEQUATE EOCAVATXN PROCEDURES, smCRING,awm AMID EEc7Ow PROCEDURES 1 ALL SAWN U M M SHKL HAVE A MOISTURE CONTENT w USE(AT THE TINE tNE SIRIKT- 37.E/W : EACH WAY 91 SAD. : mANDAD 6TIO ICCOWL NFM PANEL COMPLY"WITH NATIONAL STATE AM LOCAL SAFETY ORDINANCES. STEEL CONNECTORS LINE IS WRAPPED)NOT TO EXCEED 19 PERCENT.REGARDLESS OF THE MOISTURE CONTENT : EXTERIOR ZOOMS, IN SAP"51"DW-TE CMWNY 0 PR-WIN ND. LOT N0. T 16.DETAILS AND SCHEDULES INDICATED AS TYPICAL'MAY NOT BE SPECIFICALLY REPEREOED SOIL-CORROSIVI F T CONTROL AT THE TIME OF MANUFACTURE 30�. 6565.�T. vLLOWAWE tlI'WSO'SILL COMP.USSN"A3 19750-1, 2 & 3 ON DRAWINGS. DETERMINE WEE EACH TYPICAL DETAL OR SCHEDULE APPLIES BEFORE I. ALL STEEL CON ECTOAS SPECIFIED ON THE PLANS SHALL BE FROM THE SMI-XIN 4. SOON LUMBER SHALL HAVE THE FOLLOWING MINNLM GRADES(MADLY 4O(M) : FULL HEIGHT 96.fTl : FULL WARING Tg6BWR(S) 9MAp yAx PAHD PROCEEDING WITH WORK. r CONO1fONs ARE FOUND MACH ARE NOT SPECIFICALLY $$ppII$$EIGRIEEA ` P�ROADE MORE IMFORWCTIOH ABO T$lA�A7E AOP65URE, STAGING-11E COMPANY OR NI I.C.E. APPROVED EQUAL W STRUCTURAL DES"AND ALL 1x 12 a SWAUIER FRAMIG MEMBERS....................................__........C._.._.__,/2 41:FM. : FUL HEIGHT 67.f18 : TOP!BOT70M AWHISMCTREO 9r SHOWN W fF9OM .=F1FOI! : DESIGN CRDEM - . QUALM AND NO TYPICAL DETAIL OR SCHEDULE APPLES,PROMPTLY NOIFY STRUCTURAL ESSRRTY,pH.V'�`.^"'EYP05URE,E.L.ETC".AND WTIGA METHODS. LOW NMLES.(N1'OR EQUAS'TO E APPROVED N WRITING BY OPTION ONE). -NL 4a14.4,6.6x a eN FROMM MEYBEIS.-...--, -_....C._-__.,.___jl 42.FA. FLOM JOIST 'I&T.C. : TOP CHORD ®OWLOMEE G1Mc0Y:sm AMR.U mA E) SEISMIC ZONE 4 `C' ENGINEER. 2 REFER TO'FASTENER SCIIEDIA.0 ON THS DIRT FOR DES04M MNEMONIC MAL TYPES. -4X4 POSTS-..... ........._ .._ ..............__...-.._-.�_...C.,...,._-...-.AFown 43.FL BM. : FLUSH BEAM � 66.T.O.C. : TOP OF CURB &00.-CORi09NRTY CONTROL -ALL ODa t P051S AHD 7MBER5...............-...C_-._.C-_,_....._-.-..._..._,--,-.1 44.FUR. : FLOOR TOO.t!G : TONGUE!GROOVE STRUCTURAL STEEL WIND 70 FITS 17.AL CONSTRUCTION AND WORKMANSHIP WWI CONFORM M MOST CURRENT EDITION OF ALL ITEMS NOT SHOWN TO BE PER IANUFACTURMS REQUIREMENT. -AL N JOWS NO RATERS •' » _.. J2 43.FWD. . FRAMING 101.THK. : THICK ' tHREC---- ph I ' THE LW OW SURI CODE(U.B.C.) - 1.AEFATE EBOSUE PER SOWS A CRIME OPOSUE PER UL 1 INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. ... .. .--,_.__. r _______,N :. -ALL 2.!3.ETHICS((YNBRF:ED LENGTH EX TO EXCEEDING ,._.___..._ ELD. STANDARD 46.CA, : GUIDE Sol.W&TAW. : 7RWYFR ® WIND EXP. "C" ., }a REFER ro THE APPRGAED STRUCTURAL CALCULATIONS FOR ALL DESIGN cREEWA REPORT S NEGLIGIBLE IF➢01(f,PPm(•) 1. ALL STEEL CONNECTORS SHALL BE RED IN TIME FOR IISPEciIOM PRIOR ro THE PLACE- -ALL 2,!3.EMUS(tMNeRACED LENGTH EtCrFEpMf.107.._..._-.._......_.__.......62 47.G. d41GE 103.TALL 111ERSTRND 4-ILL) y�WEN°p'T FROM 9qc aBWIINL wwo!amEAe 19.OPTION ONE CONSl1LTNG ENGINEERS E%PR6YY RESERVES TS COYYOw WY COPIRXM �� a ONRc iY-SEE sm TEAM. b1T O CONGEIE -FL 2.TOP FATES........_..... ........-....-»C.._».»..»..._-..-.,._.-......_._...._SUIDARD 46.GILT. GBCE END iR165 104.TIP. TYPICAL $NEST AND OTHER PROPERTY NICKS N THINE PLATS. THESE PLANS ME NOT M E ••"'A T-U -All 2.aM 3x SINS...... .._.........__._....._.........._....._..»._.»_.�....SfAN0A1D d6.a-L OANf-lNl W LK (OS,uNp. LNIE55 No7m arWNM6E .. AINN f-25M Pd S d.L SYPSON H/QDOWMS AND COLUMN BA4S ro BE FASTEED W MIN.4.P06T,UN.0. -HAKE.TRUSS COMPONENT......_........CRDE PER WNUF (DF.-LARCH ONLY) 60.G.LB. : OLU-LAM EAR T0a M : VERTGL ®BPQIIm WINLVO®6Tm � � ' 71kPRODULtD,CLANGED,OR COPED W ANY MAINNER WHATSOEVIUL NOR ARE THEY to E a SEE 90l IEPORT, ASSIDNFD 70 A TRIO PITY Mi1WT FIRST OBTAIIIG TINE WORM PERIY55101N AND JIII Y COD.Copt FOR d.wrHN(•) 6. ALL 2..DST HANGERS TO BE SIMPSON HIS'WNO.AS UAO..OR AN LCAO.APPROVED 61.G.T. : COMER TRUSS 107.VISIT. : VERTICAL $ GELATIN SAmBRL amet a am" ALL MEWFIMCIIG EQUAL 0 STRUCTURAL DESIGN AND LOAD VALUES. 1 ALL 5Ll PLANES RESTING ON caNIGBTE OR MM60NRr ro E PRESSURE TWFNED C016MT a OPTION ONE CONSULTING ENGINEERS. N iNE EVENT O UI4AJIFIORIIID (ypIGRD[E%ppSLE,I RESLSRVIY, �FE 32.MDR. NFiAOER 106.VAAL VERSA-LAY [ I , REISE a THESE FLAILS BY A TINED PARtt, THE ROOM PITY SHALL HOLD ORION ONE 2 REWORDING(WRY LOW) A D C MU,gE 7. ALL MOST HANGERS ro BE SI PSONI IVY IMAGERS UAO..OR AN LC.BO.APPROVED b1 NOW : HARDER -LOR W/ : WITH �� CONSULTING ENGINEERS HARMLESS. 1 PN-FR 10I IFPCIRT. N M GOAL w ST W"W 06GN ND LAW V AUES. a Al RESIMN NO RO1W9A11 LAMS ME ro E FREE OF 11FART COINER(TRIG}THE MISGIVING 54:M� : FGOZp� Iia W/o : WIMWT i 4 2 - - i TVPIL'x eEYAtlal 2X SHAPED BUCG. E.N.,. W/SIMPSONAJS's SHT1'YVOOD G - O 24'O.C. m TYPICAL FRAMING CROW SECTION TYPICAL FRAWG E"A77AN Irk►iG M4 nms FM H>,MM wran MV ro/triM/Yn nA�lle A7►a�r>G/ Mnala ® ® auamg W/ 16d•s 0 8'O.C. (O SHEAR TRUSS , Z • 4 RaOF WIND 2 , ^ g G BeLCE SN2 CANWTION �' '0 �S 011ROR1p Q A.U.F Q �� v �,- � --- � ® fir► Zil L�__ 2 2Jf BLK'G.O ALTERNATING GRtDERATTIC ACCESS-__ ____./ ' EAVE&X'0. (VERIFY EOUIPMENT WILL tI OUST BAYS W 6)-16d's TRUSS..___ _______�, FR THROUGH OPENING.) ZS IrJ1' i50M�p.c� MN.2x4 MT BUCG AT 5IMP5oN Ar6F TENOWTO PER EACHuxo.ONPLAN6 RIDMDUAL HORIZONTAL SIi,I;E$ c. ,Y1CI(TO BLK'G. zy_ _______' TOP PLATES PAIEL SECIDILS (REO'D AT FLIGM ITLAtTS UxO.ON PLANS - 1it SN2 O GT. _-- _ j +�- AID BALLOON WbWED). TYPCAL 8ECT70N ' '--- ' __--/ ___,_ 1 I i 70P PLATES -- /I. _ E_-ATTIC SPACE-�-------- PROVIDE LATERAL BRACING OF FMAIL .. '- 8 TOP PLATE - - i I J1 GIRDER TRU55 NOT IN CONTACT \j SN2 SPLICE NON-67G +II i i FA.U. WITH ROOF%WG. (REFER TO WALL SN2 1"'- �.-�-s // i NFADOT 'i WADER TRUSS DRAWINGS). xea+. 9 1 PLAN NOTCN sore I / 1 j v % I'I�v l I ja6 SN2 I SN3 Lsc awlCONTRACTOR TO VERIFY TIN 7 ceAXHc au1wOKER 5 , \ / .I A MIN.S.POST AT I' / �EM �Od(Ama PLATE NOTCH ✓ \ I / 41 SCHEDULEPRS WALL , 1 TRUSS JACK TO GIRDER TRUSS 2 JO 51S SN2 '/ \ / VERTICAL SPUCES / 1 I I i 1 4Y'E I' v, N 1998 LAIC plr 1 1 I & --- \ / �1 I F I wr B wwoow PROVIDE E.N. \ i N. AT BLOCK �' MIN. 2%1 PLATFORM BASE PLYWOOD TRUSS BOTi. CHORD _ StWs a 1YPK.LL 10 stlDB a TYPICAL 10 �' 1., I:---- ; / I' I, j I I •(CONNECTORS TO TRUSS SITYG. SEE TRUSS DRAWINGS 1^ �1 NON-BEMNc TALI $N3 tiFAtWW WALL SN3 � G S 3 BLWP CHORD. BOTHROVi E 2X /1 POT 12 �•' 7 SHEAR WALL BLX'G./RIM AT BOTH ENDS I r0 WRNS I OF PLATFORM TO PREVENT CONTRACTOR ro / j \\ j; i ....✓ SN3 I, IONS .j ROTATION. j NOUN Y(IS 3NELs SN3 , I 3 STUD I vERRY'JIIRtSDICIDN / \ I / \ j LOAD BICG 2 I FAU. NOTES: V J - + 5 LXLAIDRAII ' SR worCH/BORE PLAT SIL POST 6uc'c. v'SN4 MNIDMA !' SN3 j I •. / I \ I� SN4 I. ALL CLEARANCES. FLOORING AREAS, AND WORKING AREAS.r 1 i Su NOTCH SORE t I J / \ .I I I ` SHALL CONFORM TO MANUFACTURER SPECIFICATIONS I 2X4 BLK'G.W/(3)-1Ed Y 1997 USC ONLY SN3 PLATE NOTCH BORE 2 ( / \ I•i / SOLE HATE \ SOLE PLATE NAILMG AND TO THE LATEST CODES. i MIN. I TNAILS RUSS TOP CHORDS.10 , I -STUD WALL I W9 LABC ONLY SN3 i / wAI JNG PER \ e 6 D.C.AT NON- - si NOTCH/BORE BORE 2 I I I }! \ I'i , SHEAR WALL \ SHEAR WALL 2. F.A.U. PLATFORM MAY BE BUILT AT JOB SITE OR ( L -I PROJDE 4� _ I^--SN3 \_ SLL PLATE SILL PLATE \ l 1 PREFABRICATED BY TRUSS MANUFACTURER. w ' H I !/ \.I';i SCHEDULE LOCATIONS. \ i + I 1/99 INIBC ONLY _�+-- ! i / � O.C. Q 3. FAU. PLATFORM MUST BE CONNECTED TO TRUSS 80TT. I I IJ W 4( -- CHORD Bl'TRUSS PLATES OR SIMP. A35F/LTPI FRAMING - - Sp RIM JOIST RDA JOIST- _ i i I I i i I ANCHORS. (MIN. 3 PER EACH 2x PLATFORM BASE.) F.A.U. + i j I �-"BtDGCWG A j o jt--PER PLOW PER WAN H ! I� t I! PLATFORM MAY BE MOUNTED ON VIBRATION ISOLATOR i0P PU7F5 70P PUT6 a"--+-�-• PADS AND INSTALLED WITH SUCKED RESTRAINT STRAPS. _ 'A4. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TOWv/8 TOP PLATE 1 NON-B17c. FLOO FLOOR JOIST 13 I HEADER , I I SUPPORT LOADS SUPERIMPOSED BY WEIGHT OF FAU.SN2 SPLICE SN4 WALL IIOItlH BORE SN3 AJSF ,1''. (MIN. 100 195. PER EACH TRUSS.) U.N.O. \ 2X4 BRACES AT 6'-0' 1 PLATE ID1CH SORE MOIST 4 --mo WALL p,c. ' ' '\ / ,I 5. F.A.U. PLATFORM SHALL BE SPANNED OVER MINIMUM O.C.W 4)-16d NAILS AT W (�� O N.O.ON PLANS i I J I, \ 4-TRUSSES. (3 TRUSS-BAYS.) A 5/8•THICK 2X4 MTS Ai 6-0' EACH ' uj Q SN3 1997 UBC ONLY toe NAILS O 'PUCE HEADER L1/OFJt ,\ / i TF MOLE CHART SN4 �• I MIN. PLYWOOD/05B SHTG. F FA.0 PU ORM. ) / REFER TO TRUSS MANUF. (L COMMOCOIITRACtOR 70 O.C.N)1-JORT SHEAR AT STRAP \ / .I \ MN.CA POST AT I D.C.0 (MIN. 2 BAYS W PLATE NORM VfAiY JURSOICi1011 QL4AY BEAN 14 ). 'SHEAR WALL STPAP \ \ VQTIX'AL SPLICES 6. ATTIC ACCESS OPENING SHALL BE PER ARCHITECTURAL �2)-16d NNLS TO EACH - FOR ADDITIONAL BRACING. . ti/ MOLE CIMRT SN3 I •I• PER SHEAR WALL / MN.2x4 FLAT MW AT AND/OR MECHANICAL DRAWINGS. SEE PUNS. ATTIC ACCESS TitUSS BOTTOM CHORD. REOUREMENIS. J Z r 1999 lA9C ONLY ( ! ''.SHEAR NAA EDGE DISTANCE I j \\ / I• SCHEDULE I // (REO'D AT R11(xI PU O SN3 -/1aQDiJAIDI SWKESTT¢¢ FN L BE MAX. 20 FT. FROM FURNACE, U.N.O. (, Z Q Q i 3/B" 1997 UDC OR \ ✓ \ MILLOON FTIAMEI). ,c Ir U U 7 STALKS tNBwLCED 12 j j ;O/�, ).�- \ N I ` / 4 ATTiC F.A.U. (FORCED AIR UNIT) 2 TYPICAL TRUSS WND BRACING JQ Lu I \ / j SN4 ---- LOW WAD SN4 N3 r I I:WITH FACE OF PANEL I \� ;• _ - i ; I OUTER PLr,ORNE FlUSX , _ 1--------- --- -----�_ � WATER 5 I N I I E _ 1 f t WATER S i / I 7 SHEAR wu1 I i i i ' I wRIDOW 8 / •I ;I ' SN3S' •.IIPLUG Au LAIC BOLT HHXJS Wcc Q O i i i i ' FPAMIN' SN3 / \ •I• A -.'t- i I; To MATCH,WISH. SEAL a SIMPSON STC AT EACH TRUSS �w■� �L 6 wNOpY CAULK ALL PENETRATIONS - ai .6 (INSTALL PER MANUF. SPECS.) y7Up g I + t N VERIFY JURI ro i I / \ •I' / \ SN3 FRAMING Tww lunnwc PAPER. 2x BARCE BOARD U J g Q 71 / I �- 2-2X TOP PLATES O V ' a i i _ iSILL � t I j I ! J I \\ .I' / I\LOCATE STUD() / U.N.O., SEE PUN /�� Z W 0 it I i i 1997 UBC ONLY OR SN3 l-{- / \ .I // SMEAR WALL STSiRAP I I / AT)EACHP DE•OF 5• LL /5 W V Ht of I I N , I II (', \ .I' =1 it OFFSET / E� V� 109�LAW ONLY SN3 - `.y1- I )'' \'I I // POST I. \'� _� SN3 FIOlDOON I" -� OUTLOOKER ��-- -y/ - r J A. U a !I 'j: I- HOLD INTERIOR NON-BEARING f/A' -� • J c / _ W HND SAIL MUD SILL 16 REIROFR BALLOON FRAMED WALL MIN. 3/4't i SN3 IIDLj1Dll11 FROM HIGHER BOTTOM CHORD OF J N t H SIffAR ANO DFAPoNG WADS TRUSS. THIS GAP IS TO INSURE THAT l``_',.,) �MI�N�._2+P.T.O.F.StLI PurE wm1 �.2 / TRUSS IS NOT EXERTING ANY BEARING Q AND SO WASHERS 72'�O.C. 17 RETROFIT MDNWINL K -1 jI I LOADS ONTO THE WALL. ' -1p----- 8X OUTLOOKER ADDITIONAL ITEMS: U.N.O.ON PUNS SN3 1RDSRL Ae's PANEL SECTIONS a NON-SNPAR/NHXI-BEARING w I5 \+FULLY NAA P.T.D.F.SILL PLATE PONER 8 OJER-gBLLED 31 iSRFAP TO ��f 9 TYPKAL N4LNG SN4 tRLDSILl 1101F5 1/2-0 x 8'LAG / z o SHor PNS WITH CAJUN 'POST. I ALIGN 2X HORIZONTAL BLK'G. W WASo.O O YAX 32'O.C. N3 RFAtX�LOJIS tLN.o.ON PLANS. ��,�y-' - i BOLT w/STD. CUT LOWER TRUSS BOTTOM CORD W O 6 AITEAMAIE ENGINEERED 16" O.C., U.N.O. - L- WASHER 2% BALLOON FRAMED STUDS AT SN4 WOOD PRODUCTS - (2X4 AT MAX. 14'-0- WALL HT., - $ 2% MT 0/E%TERbR FINISH MATERIAL 2X6 AT MAX. 20'-0- WALL HT,) 9 iD MAwN0.Y/BRKJ SN4 SN4 VENEER ATTACHMENT I EXTERIOR FINISH WALL PEFFD�OMALAR TO'IFW9E8 � - - 11 LIFER cRDUND - �'0 - 5144 p OUTLOOKER AT BARGE BOARD ro INC STARTER BOARD ((81-16d TRUSS `e' SA1A60N STC (WHERE OCCURS) - GI�. iA1188 AID TAL W/ 4P05T eAGKwcX FULL � �a ENGINEER 48"MINIMUM PUTS SPLICE Cr.SPACING MAx. REp'o.,be BOTTOM � "a0':FA k: LASS\ MATCFasTpACNEe ) AND SPAGIG SPAN WAS CHORD -ta :es Herm ar;°+hF. D.J. SEE ARCH. 2x FRIEZE W/(10 PLATE S NAILS O EACH B_ OVERTSTACK FRAMING. _ t 2.0 X 8'LAG FOR FASCIA �1C G' .'iiii :,:. �F'UTE SPLICE U.N.O. z.4 o z4.O.C. r-4' 2 2X6 RAFT. O 24' O.C.. PLYWOOD ROOF BOLT W/STD. CUT . up, r pegdhy� PRINCIPAL LAP AT SPIKE 2X OR TOP (ALTERNATE:C516 X 24' L_ ,e MAX. SPAN 8'. DETAILING .::':. ..,`T•::`:•::'• 2A O 24.OC. u'-9. 2 SHTG. WASHER r374 t l 'r cem�t y R.O.K. E.N. :i:':••i::,v,' :yj,.:}:Ci);:: 3X EXPOSED TAILS TO PLATE AT SIDE Of PLATES) L� -- cc as :::•::•:rx..x•?7:r"•6:::•• EACH TRUSS. (DEEP I Qi 2' 3 4x K °s BLDG. .SUB.M....:•:•::..... ... SEAT CUT TAILS. __ _ . .::•:.. ............ ) � _ e i4'O.C. tY a• JO' OUTL00 ER ...............sr. ....SHAPED 2X BlK'G. TRUSS MANUF. SHALL .4 .i ? ( CONTINUE PLRWD. .� OS 13 2001 A TRUSS SEE ARCH. DWG. 2.10 i / I D) 1�FACE,yJ,S zc o.c. I" 4 SHTG. UNDER 2X � -`k Ie01G 1x PLATE DESIGN TRUSS WITH T C.J.LAP OR C.J. CpRNUDS LEDGERS SHALL BE APPLIED RAFTER FRAMING ' -- 1 O 04 D2001 .•::•:::::,::•:• I I TO RNT(UxO.) OVER SHEAR MATERIAL AT sHHEAR WALLS E.N. PLUG ALL LAG BOLT HOLES ::•:::•::%:•>%•%%>:::: W/ ROOF E.N. AND NO OVER-HANG. I r / - / ro MATCH FlwsH. sFx a 2x PLATE A35 AT 24' O.C. STUD ce wSR omwL Ar SPECML FwE aR /i- CND(ALL PENETRATIONS ONE NO. ii$i,'t'ii"•;••.'ry SPACING OF TRUSS '�- PARODY WALL CONSTRUCTION AS REO'D.Br THRU OUI DND PAPEw. WALL 7FX188E8 0701-0786 TOP PLTS. W TAIL SHALL MATCH. FRAMER { WALL I 2 THE ARCH.DETAILS.IF MATERIAL THICK- CONTINUOUS 2X - •• SEE / PLATE ` NESS ExIZEDs S/s',CASE zoe VALLEY PAD WITH PLAN SHEAR EN. I Nws (Ma.TH�oNt -,-t/ MAX. 24• SO. 2 1 ARCHRE S JOB N0. .•' ` STUDS e I CONT.a IMF OPENING IN SHTG. ( )- 6d AT EACH SIMPSON SIC WHA-01180 w/Ise'.TO STUDS TRUSS 4X DIACONAL `2xL' STAFOAFp PLATE SPLICE CODA CONTINUE 1s'D.C. I a,ea Towuls o BLOCK AND FOR VENTILATION. KNEE BRACE O EACH BACKING ( NON-BEARING E O MAX. e'-o'O.C. 1997 UBC E.N. TAU9S AND TON W/ PLATES ALES C.L.TO NON/BN SIZE �.SPAN ALL EDGES. E.N. ,r OR BACKNNG TRACT N0. LOT N0. VARYYM 6PACM -!z - Q a s a.e Fur 4'-0• i/2'e x 9'LAG :E ...f.. REFER TO ABOVE DETAIL CS16 X 24' I , 19750-1, 2 & 3 •' •••• .Y.:........ SHOWN IN THIS CONO. .V' SHNI i SHaAR HN COW.2a�DDGER 4x6/6.6 6'-0" ;^T' BOLT W/SAD. CUT • FOR INFORMATION NOT ! PArar WALL 4.9 r t DESIGN CRITERIA . E.N ,YA•Y' ?•;:•;• MATERIAL w/IV.TO STDS WASHER 2x BLK'G O _ SEISMIC ZONE 4 hS INTERIOR a S&P.LUP TO h10&10 10'-0' T ..,. y+ WHERE REG _ 24'O.C.W/-� ....... ....r.•• ...: 2X BLK'G. W/(3-16d p pR REQUIRED WALL FOR ((REo'D a.I HI.,2 1Y•4' AT ADJOINING TRUSS WALL I t FOR 3t0 Cr.) TRUSS PER + -. #_ 2X MT 0/EXTERIOR TRUSS <'2)-16d O 2x BACKING WIND 70 mph .,........:....•.. EACH No/!-�ARNG BF ARE THOSE { FINISH MATERIAL }CHORD �[(21_) c6d s WIND EXP. 'C'AT EACH SIDE CS16 X 24" WHICH sLPU CLY cr.',OR NON- MANUF. SPECS. EXPOSED TAILS w { W. of NLANBF7L a sW1Cs wr K © eFAATNG PARRn10NS.HDR/BM SHOWN - 1 X PLATE �T •:• I REDUCED lO NOT IAPPNG I.E3 AT ON PLANS TD 5H1PE�E➢E TIH6 TAKE. •••`•:•::::•:`::::•:• MAX. 24'O.C. SPACING INTD"WALL WRA4craNs. UAL ND S SPANS OVER 12'TO DE SPECIFICALLY 2x MTE . . ,! r;?:+`.`••�' AT (5)-16d END-NAILS PLATE BPUM a BLOPfFC4 COND. W/Ise MAAs SHOWN ON THE PLANS.(2)-2.OR(3)-2' ws T BARGE BO AT HEAD-OUT BlK'G. NON-LAPPED CWM1g COND. MAY BE US D N-UEu OF 4.a a. WALL PAPAUiL TO TRAM �'+ W. 1�(ten. Ln �7N2 9 ExPOSED ARCHTECTURAL TAIL AT EAVE 8 TYPICAL PLATE SPLICING 7 C.J. SPANS, CONNECT. AND SUPPORTS 6 OVERSTACK FRAMING AT ROOF 5 OUTLOOKERS 3 TRUSS TO NON-BEARBdG WALLS PLYWDOO JOINT ZONES WHME SM I HORIZONTAL HOLES ARE )PERMITTED PIS OFFSET C�. OFF'8E'f AID. OFFSET COID� STAGGERED �--- 1 INSTALL A MIN. 16 GA. GALVANIZED, INSTALL A MIN. 16 GA.GALVANIZED, IN A UNIFORMLY LUDADFD. SIMPLY SLMPP(WTFI] CLItLAu �4u COIpigN WITH lil WITH a WITH FIlBi 1 - - - 1-1/2'WIDE.METAL STRAP WITH 1-1/2'WIDE,METAL STRAP WITH €QGE 6-t6d ON NOTCHED SIDE OF 8-1Ed ON EACH SIDE OF EACH POST --STUD ! 'ci �.a1 E=-. I Moo I RAFTER JOtSf "w`ILING ,NAILING EACH PLATE. NOTCHED PUTS d/4 2 � L/� -f9.lER STUD �i't-FILLER I H� : `-G• H&IOER PARALLEL OfECT10N Oi•I.I�E) S� Q o I STUD O KING 1 OR I-SOIST „��NG TOP PLATES 8 O k STUD TO KING AT T T TO - i W1 I TRIMMER WRH KING POST.TYP.-) I } _ d/2 y I sDNMP nxorJA mE WWMI GOIIFM and: CUT KING {a.. SPACING TO (IN-LIEU OF'BUTT• I �E FIEE(�pp y1 • - �7-. AT HOEDOWN h. WMATCH ALL EDGE NAlS). 2-A35F ( i ---F+LYWOOD JOIN NAIING NNUNG I I a {, I �� Nr$3 d/< - ! IF OPENING = �•E BLS I BEARING CRITICAL ZONE I NAIL SPACING 7'-0'OR GREATER 2x4 FIAT ®®ZONES WHERE HORIZONTAL HOLES ARE PERMITTED LLL ( LL" TT PlYW00D Ic MIN. 2x4 CONTINUQUS BLK'G. SEE I j t1 SHI'C. W/16d NAIkLSS AT 6 O.C. DETAIL ,. . ®ZONES WHERE HORIZONTAL HOLES FOR LOAD-BEARING liii22 24 O.C. 16.O.C. y i T '101ST 63 BLOCKED UNBLOCKED 2X �••' 2X k FASTENERS ARE PERMITTED (MIN. 6) MIN. 4X TRABAER _ MINASSUMPnONS . 2X TRIMMER - PARALLEL DiECTDN(OfiBET) -- U RAPIER, JOIST ® SN'G. F• ++_ �+"- ++ _ n .-- U.N.O. ON PLANS - _.. U.N.O. ON PUNS _ AATR LAP_Sn EYOND / -STUDS STUDS d7 a t. THE DESIGN ZONES ARE LOCATED W PORTIONS OF BEAM 4T11�5ED LESS TNHN 50/ FOOTNOTES _ I I - _ 34 � OF DEs+GFF BENDING AND SHEAR. � .: i _, - ZSS Z) S PLYS 15 NOT PERMITTED ip1 KJWS 11MT AIH,MOT lI1BOf•LY 10A0ED AND ARE IIOf 1.POST: INDICATES A MIN. 4X SOLID POST W SHEAR MATERIAL EDGE NAILING. EDGE NAILS _ rcjj 3.) FED DRILLED HOLES 90AJ)BE USED FOR ACCESS ONLY AND NOT FOR ATTACHMEM POW 2 HTT22: SIMPSON HOEDOWN WITH (32)-t6d SINKER NAILS (O.i 48'e x 3.25"). PLYWOOD I � Z`a FOR BwcKETS AND OTHER LOAD BEARING HARDWARE.EXAMPLE OF ACCESS HOLES WCI_UOE INSTALLATION PER MANUFACTURER SPECIFICATIONS.b0 NOT INSTALL 1iM66i POST WR1N HOLDOYVN tONO P08T IMTT}1 FNO(DOWN y§ iMosE USED FD!PASSAGE a■OAFS.ElECiR DAL CONDUITS PIPES,AMC CABLES. HOEDOWN RAISED OFF THE MUDSILL M N. NAAL PENETRATION INTO SN'C. .p ��SRA II G7 S 4.) REED DRX1E0 NIXES SHOULD BE SPACED AT 1FA57 2 FE7:T OM CENTER wNON-cLargAE POST SHALL NOT BE LESS THAN 1-7 8'. PL'AYOOD JdFLT-� SOLE OR SOLE OR 3. FILLER:5/8'iNX. FILLER SHIM MUST BE OF EQUAL OR BETTER QUALITY S(LE O SOLE OR � ZONES. ►�A 5.) FIIXES CxtFRFR TIIAN t-t/z'w DIAMETER OR 1/10 OF BEAM DEPTH,WHDVdER rs ( ) + - SWLLER ARF NOT PERINTiED. TERIAL AS POST jOR bS8-EXPOSURE 1.) / W G USE WATER-REPULLENT SEALER AT NOTCHED AND CUT SECTIONS. 4. STUD: MAX. 2X FULL HEIGHT STUD MUST BE OF EQUAL OR BETTER QUALITY, { 7.) THE ABOVE TECHNICAL INFOIUMTION 4 AN EXCERPT FROM A.PA ENGINEERED WOOD SYSTEMS. I _ HEADER MIN. 2x4 FLAT PIAIE PLATE GRADE,AND STRENGTH MATERIALS AS POST. PROVIDE SHEAR MATERIAL I PERPE DIp1M OVECT10N BLACKING W/(2) EDGE NAILING FOR ENTIRE LENGTH OF STUD. M.N.IN ZX TRIMMER IHDCAEO LXN�rt10N(xA.Y) TOENAILS AT U. END I FRAMING CUT LESS THAN 90b(110 GAT UO. ON PLANS I 9TAG10N0 !ff MEMBERS 'Fro•'% (OEAT� 1 ^+' 14 PERMITTED HORIZ. HOLE ZONES FOR GLULAM t RUN FULL HT. TO + A35F AT TRAM Sou Ij BELOW HEADER.DO NOT -TO TRIMMER, rm. 6 BLOCKING AT PLYWOOD EDGES ITOP PLATE/SOLFJSLL NOTCHING AM NOW BREAK AT TRANSOM - _ I - - (2)7 0 OR R(AT1:RG v� p� TRANSOM HEADER PMEL ElEVATgN ATEI - ' BEAM PER PLAN A34 ON EACH - OTlal ^"" '^ ^+'^rA+�•'a I DO NOT OVER-CUT. EQUAL EQUAL ..') SIDE BEAM TO - I '. _ _ _ PANEL FOR BOX WASTE LINE ORNN 4'MA EACH PLATE O \ (� PLATES (aQ57 -STUD \ / \ / PENETRATION. (4.,) t !' I SQUARE CUT HOLES GENERAL NOTESPIPE { (2 TOTAL). FXiER sTUO A�FlUER TOP Pu>Es TOP I' -2X NIPPLES I \ / / I SHALL HAVE RADIUS 1.MIN. SIZE OF PLYWOOD SHEET SHALL BE 2'-0' x 2'-0' - _ i I \ / } / II CORNERS. WALL PLUMBING�' y * _ I 2.SEE PLAN FOR PLYWOOD THICKNESS AND NAILING. W� 4' MAX N WSTALL INSTALL I HEADER \ / \ / 2X BLK'G. ABOVE 3.LONG DIMENSION OF PLYWOOD SHALL RUN ACROSS _ SDSt/24')(tb� M �p$1/24�-b= MIN. 2X KING STUD I �� \I / / \ / ( (PERPENDICULAR TO) JOISTS OR RAFTERS. [ ( I THE METER BOX. ON. EN. SCREA'S i SCREIYS 'I U.N.O. ON PLANS I { 'BUTT'NAIL KING �I '.F / �' 4.NAIL EDGE DISTANCE SHALL BE MIN. 3/8-AND SHALL PANEL 1-/2' - v/ SSSA(� I EDGE NAIL 2% (2)-t6d TOE- - - DOUBLE KING STUDS---)I I STUD 70 HEADER NOT BE DRIVEN THROUGH THE OUTER PLY. PER PLAN I- E OPENING = Y-0' TYPICAL W 16d's NUMBER I'i I\ / I\ / BlK'G. AND STUDS 5.CONTINUOUS BLOCKED PANEL EDGES SHALL RECEIVE 4-1/2' - J .T - NAILS AT EACH A35F(OR A35F OR OR GREATER I CONFlGIUIRATION I 0K/NAILS = HEADER I \ / \ / iI ADJACENT TO METER EDGE NAILING (BLOCKED SHT'G. ONLY). - MAX. 9C6 WALL Q OR SIDE POST LTP4)AT LTP4)(AT� I pEPTFi(,e. 4X6 \/ BOX SIMILAR TO MULTI-STUD TO PLATES -PHOB 24'O.C. 16'O.C. I 6 WAILS, 4X8 - B �', �. -+Eq U pr-ED'� SHEAR PANEL N. 6.STAGGER END JOINS 2'-0' MIN. AS SHOWN. E� _ 1 !!! /\ Pv_ 7.ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A EAR EQUAL PER PLAN M1L (MIN' 4) (MN 6) 2X FLOATER,WHERE I NAILS, ETC') ( / \ _ 4'-0' MODULE TO COINCIDE WITH PLYWOOD PATTERN. CS16 X 30'O LU OCCURS.TYP. { - -2X WINDOW SILL. / \`{� / �, I (AL Od MSTA3 AT 9.USE TINE JOISTS OR RAFTERS UP SPLICE OCCURS AND SIZE AND SPACING AS NOTED ON PLANS. WASTE -0 VENT�-/2' Q FfbTNOTES: I' { ( I ) 9.USE TONGUE-IN-GROOVE PLYWOOD IC FLOORS. (2.6) - ( TOTAL) NAILS d TOE- I _ DOUBLE SILL IF i' -- I ,� NAILS AT EACH 1, POST; INDICATES A MIN. 4X SOLID POST W/SHEAR MATERIAL EDGE NAILING. OPENING - 7"-0• I'',,� / I \ / / ., \ I 3 O.C. PLYWOOD JOINT IS CONTINUOUS, FRAME JOISTS PER WALL PLUMBING _ -y2• MAX- SIDE POST 2. PHDB: SIMPSON HOEDOWN WITH(24)SDS1/4X3'WOOD SCREWS. U.N.O. I OR GREATER II2X4 TO SILL INSTALLATION PER MANUFACTURER SPECIFICATIONS. DO NOT INSTALL MIN. 2X TRIMMER I I I / I \ // N t{{ \\ GAS ELECTRIC DETAIL e Q HOEDOWN RAISED OFF THE MUDSILL MIN. SCREW PENETRATION INTO U.N.O. ON PUNS 1 i I 1 / SN E.N. EN. \( POST SHALL NOT BE LESS THAN 2". RUN FULL HT TO I T X CRIPPLES / i \ / !i -METER BOX, SEE SHEAR PANEL 1 y�r V/ 3. FILLER.5/8-MAX.FILLER(SHIM)MUST BE OF EQUAL OR BETTER QUALITY HEADER(NO CAPS) I I / I / F \ II PLAN PER PLAN W . SELL PLATE E GAPS AST, I '/ \ / J \�I S' W MATERIAL AS POST(OR OSB-EXPOSURE 1.) lOLE PLATE PROVIDE FULL BR'G. I + R MUDSILL NOTES: 2X4 WALL LL� MAX I"- O 4.STUD: MAX. , FULL HEIGHT STUD MUST BE OF EQUAL ID BETTER QUARRYLITY. $DUO SHIMS I SHEAR PANEL' PROVIDE PLUMBING PENETRATION OPPOSITE TO SHEAR PANEL SIDELL GRADE,AND STRENGTH MATERIALS AS POST. PROVIDE SHEAR MATERIAL _1EDGE FWUNG FOR ENTIRE LENGTH OF STUD. PER PLAN DO NOT EDGE NAIL WITHIN PLUMBING PENETRATION. Z � Q 4 NRR WALL AS REQUIRED TO HIDE PIPE. Cc 0 r, 157 LOAD BEARING POST CONNECTION 11 OFFSET HOLDOWN TO POST 8 TYPICAL FRAMING AT WINDOW ASSEMBLY STRAP TIE AT GAS/ELECTRIC METER 4 ROOF/FLOOR DIAPHRAGM LAYOUT 1 PIUMBNG NOTCH AT SHEAR WALL LeMF oNi°"Y 14EF J W va: .,, _ N sr u w.a.s.,w.a �`") �� ZERO CLEARANCE TER 4' t••• W MS FAR XNATERLAL WITH RAllq 8C-CTX)N 2X BACKING/ x r�x. �9 DO NOT OVER-CUT. r I -$PACERS.DO NOT REQUIRExS-1 i O POST PANEL H.EIFATTON NOTE: t�z' Not 1-1/a•P INTOcr INSTALL 2X STUD BACKING BLK'G. THE INSTALLATION OF BACK 1M%. e-a't1c BORD IaLE LLja Q HOEDOWN PER PLAN .x•- CENTERUNE OF POST k t2't MAX. AT W.I. ANCHOR LOCATION -I a"''=a10pi O1a 1O•"'�.1°a"w �" -- PENETRATPANEL TIION.ENT WATER r7 Z HOEDOWN (1-3/4-MIN) W/A35 T B. ACT.: 4X BLK'G. ! •v*"+v'a'O°110 PO1 m.=a"" rn+. ��' / \ I /I ADJUST RUSSETS TO - kft _____ _-_ /•S / ( SQUARE CUT HOLES CRADLE WATER HEATER Lz•' W/A35 AY EACH END.) n r.t,Pa w Ant a amG NaW raa xW to-+r I \ I / \ / I D HEATER O J Q SIMPSON 'SET'EPDXY-TIE ALL THREAD ROD,A307 Y'? ;o m a _ I', \ / \ / =y 1J t 2 tIY YM tC MN. Z W U ADHESIVE. (IC80 /ER-5279) STEEL, PER CHART BELOW. a `"'� �r��' \ I / \ / SHALL HAVE RADIUS FROM BOTH SIDES. / O INSTALLATION PER MANUF. (L=EMBED LENGTH OF -1/2-SO.STl r : e""t 10"`^O°"a CORNERS lRA . SPECIF1CATgNS. ROD INTO(XRIC. TUBE PICK 1 •ae W aw. a ta-,r s a \ / / PD WON xeNiis a oho•Fw PLATE zx4�"TOP�� FrT 9-X14" ALL WATER Fq'ATTRS REQUIRE 2X4 OR 3%{SNL PLATE Sw. � � t11 AT 1A7(.4 O.C. Opt.>�G+¢,� yG \! / / p ((2-SiFMPS.ONE IN UPPER WRAP NO ICO-D.FOR SILL PLATE) U 1 ' COMBUSTION AIR ! 8 i 3 a TANK AND ONE 4' V J Y COLD JOINT INTERIOR CONDITION °wx,a ANn w,na o.pNna ro.nn a pmpa.,r®wu.NIA Do-: �`{ i / EXHAUST ( /) y ri twT. J V >--�, wun twxp.ra¢A.n w•ec CONTROLS LOWER/ 3. UST FRONT TENSIONING (WHERE OCLYJRS) - (WHFINE OCCURS) �, I•so.STL TUBE ""�I ++.tFm=P rf m.a avm w to nuaa xara tart \ VENT OR WA% M� --{ _.A7 EACH CORNER! �- m ro p m� y=r / / \ / I BUCKLES TO FASTEN WATER �TaR 60RFD HOLE N Qcc V HEALER SECURELY. Mat s-0'O.C. W J -amO�pp: -- - I AT MAx.V-O'O.C. �L�Q_W�yJ T.trot nun ur s wm,tua na Na Rl-,r \\� \�/ I 2X BlK'G. ABOVE TTOHT CABWT IWOUNTT TOP yrEw ----- a'a�u'�a - -Z--� I METAL waw.w+oea+.o,® _,r oc.+n,c Pa ma /\ i A I do BELOW VENT. WALL BRACKETS -' _ EDGE NAIL 2% LONG STRAP MUST Q KT ogFv Wa � 'L'FOR _GATE 1.THIS DETAIL IS ONLY A CONCEPTUAL DRAWING prt / \ / \ ATTACH WITH 1.1G - I S- Y t'-0'MN. t' IMAM w K' AN T COMPLETELY W P -0 t n An -BL G O SRA _. 0 SHOW CAL ATTACHMENTS. REFER TO AIDS _ } s '���r"a`'`. i-POUR ro BOLES h SQ.WASHER - w I 'L'FOR n ARCHITECTURAL PLANS FOR THE EXACT apG..tW xpm to ae.Oar c.rw / \J / \ {�+ SYSTEM 1'x2'%1/4' �war I I ADJACENT TO VENT \ AROUND WATER 1_t/a'x 16 c�sTmr W e-tOe Y-POUR -BOTT.BALL CONFlGURATx)N AND TYPE. .oNo+a,a u.a.WI pr.., Y HEATER.THROUGH DB-tOP PLATE • ,,,, r I ` SAME AS SHEAR COMMON wAs u.Ero•A.PLATE n 5'GYIF' I SYSTEM { 2 W.I. SHAM BE PRAYED AND PAINTED PER is ms um w rNwia+non uW a prw \ / PANEL E.N. BACK SPACERS THE 84CK SPACER (SWAP NOT PEO'0.FOR SAL PLATE) T%6 OR axe SLL PLATE Sw.MI a yy(r�ro ttms V , - ARCHITECTURAL DINGS. �a r6ro, m= tar+G I' / \ / MUST BE INSTALLED WATER AT REAR OF TANK. - (PK�EFxxc 3.ALL WELDS TO BE 3/16'FILLET,U.N.O. ` \ FOR USE WHEN TANK HEATER J' NOTOES J A I LE •}}��(j�6P »m rr J a.USE YIN (t0)-3 B'DIA x 4 t/2'LAG BOLTS " Wa=o"'°r'=a Pa �•' I, IS TO BE MOUNTED {Ti Z3c F7�1�n°iwCa.s• MR2BB eta WITH STD WASHERS TO SECURE W.I.POTSHrLF n+v pays a ur ro wr awc,r.a r Pt.A, / \ AWAY FROM WALL. • ruM t/s' To THE BLDG. p,,,,.ar prwa.w„p,O.a,xn nl-w / MAX 6"ABOVE WALL CLAMP (R j 1°' ^ ANCHOR _ PET. 5.WA MAFNUFACTURER Swul SUBMIT A SHOP DING. W��y a �., � r FIN FLR AND/OR �CONROLS ASSLAA ].meLLr x i r L.t�t pyA S/6' ]/Y 7/6' ]/B' ME WIDE XTAL SUP' 4 FOR APPROVAL PRIOR TO FABRICATION. w u W°c / / •y \ TOP OF CURB FROM I y PON ar I (DIMENSION VERIFICATION BY CONTRACTOR.) " 'a a^••� I/ �L - �` �{I TENSIONING p I i a =ux wa m 10' f0' t0' IS' AT EACH ER (D-si a W°Gioi u is awa Nam__ 7J,_ 5'AT !MAX. 5-0.O.C. 6.PRE-DRILL/KK.ES AND FILL SOLW W/SEAIAM a r wuq --- BUCKLE ADJUST FRONT TENSIONING 0-� 55.,_/2 1'-0'lol 1 t'-0'M. f •I W�11 M �1 P v SPECIAL PRIOR 70 ATTACHMENT. '•"R aN BUCKLES i0 FASTEN WADER - Im A ADP- T Xm 7,WORK SFMLL CONFORM wfM UTESi EDITION OF ,, a SHEAR PANEL -,�-�4:.,I. �r EQ't SIMP. CS16X36" HEATER SECURELY. t-t/4•x I6 O\sTAv W/it-t0a yTg �� RALNO ii ATION ,a.0 a.t am Wor.s ao�m PER PLAN W�10d NAILS AT 2x8 OR a SAC.PLATE-. DO RISC.ALL MATERIAL SHALL CONFORM WITH A36. D B torNONF MAILS EA.DD•EA PLATE. 3 O.C. 0 3-3/8• % 1-1/2"COLD Mw NOT RLDTD.FOR DAL ATE) -FORMED STEEL CHANNEL v1f01' 16 RETROFIT FOR MISSED HOLDOWN 12 DECORATIVE WROUGHT IRON POT-SHELF 9 TABLE 23-1-B-1 NALING SCHEDULE BAR WALL STRAP TIE AT SCREEN VENT (D.ms 7HtcK)Ff /(� uc BOLT w/WgSHER 2 TOP PLATE/SILL NOTCHING dE BORING NOABe wiY 1°P° ° 7, -THREAD/ROD W R10Rf.ONDITION - I �- ✓'+ 1 W ATTACH f0 BlH'G r ) 1 2•,5 8,OR 3 4'DIA� 1 SIZE DEPTH:B 4 DEPTH:D 6 HOLE:4 3 BEARfq WALL l'APOTTON i - �---,• N W/MIN. 2-1/2- "WIN. E A� r+ � JOIST MAX.NOTCH Vox.NOTCH MAX.SQ ----- __--- PENETRATION INTO . -7T-'? SWPSON"SET'EPO)(Y- I / / - \ Z I 'C STUD WALL. NOTCH/BORE r i-3 a \ /I / H UP 7o 4-t� 2x4 STUDS 2x6 STUDS r rr�e QL T REWIRE• x OF STUD n n, ENGINEER TIE ADHESIVE. (ICBO it \ / I \ / I; \ pE., ' ER-5279,U RR-25279). 2xe 1-3 4 t-1 8 2-3 8 NOMINAL LATERALLY UN- STUD SPACING \ I / p \ / I'' FROM °-1/2' WATER y 1 23% 7/e' 1-3/6 a�ng D.J. 2xt0 2-1 4 t-f 2 p STUD SIZE SUPPORTED HT. 5U s%pmp NND t-FLIT 5U o 2 Nt 9 SD WATER _ ROOF! NC ROOF CEKING ROOF k�COUNG II \ / III \ / { �E BLK G R E.N. HEATER T�`�\ aOx 1-S/B' 2-t(6' a��p PRINCIPAL 2x12 2-3 4 1-7/8- 3-3/4- \ / / Ro R THAN HEATER / 60I y }1/4' 7�,� R.D.K. MIN. T MIN. 7' a114 3-t a 2-1/8- 4-3 6 2x4 10 FT. 16' O.C. 16" O.C. NOT PERMITTED {L I( \ I'• �iRe FHOT USE MAx. (3) PAST COLD PAST COLD (, \ \ / �ED. 2%4 BlX'G. IN I ' T.SUB.DATE -' • I a,. 3X4 10 FT. 16' O.C. 16" O.C. 16" O.C. I yl 4-1//R' I.7HHp�LEgNIZGE IN u�ES 08 3 2001 OCC )HERE 1/3 SPAN_ 4 1/3 SPAN 1/3 SPAN_ I' I� tsQ1c8G ( U/ERCUf TH l THE ANY APPLICATION 1 _-.- NOTCHES AND NOTCHES AND NOTCHES AND-f 2%6 10 FT. 16' O.C. 16. O.C. 16' O.C. tj \ ( P E.N. ifEO'D. I. x��AA TFo \ P1.01 DATE HOLES MEOWED HOLES NOT ALLOWED MIXES AU.OWED \ / NGTH INGS ADJUST FRONT TENSIONING 2-1/2• -( II�,4p • 1//2 5/8', OR 3/4'CA, I I NOTE: \ / j II !\ / I � � BUCKLES TO FASTEN WATER NI � Z D 1e 257G D 1 D D4 ZO01 �. A307,ALL-THREAD ROD W/ 1. LISTED HEIGHTS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED 'D�N E / 601G D 60%D ONE JOB N0. SIMPSON 'SET'EPDXY- ° PERPENDICULAR TO THE PLANE OF WALL INCREASES IN UN-SUPPORTED HEIGHT TH� ALOE VIEW HEATER SECURELY. I F TIE ADHESIVE. (ICBO -t MAY BE PERMITTED WHERE JUSTIFIED BY AN ANALYSIS AND CALCULATIONS. - III, •RE�M�CIR ULAR �� y - 0701-0786 - ER-5279. U RR-25279). -_I - 0/4 Wt 2' LJ I' \ I, L I R�urs STAADMT WALL MOIMT ARCHTEC S JOB NO, -1 ama,mn -V 1�.' 0 D/3 ;� NOWBEAFNB WALL CpORMON �I I \ jIi, BACK SPACERS 'F- �,� LONG STRAP MUST - WHA-01180 COMPLETELY WRAP �3 4 r�) .om.A,W �� n D 6 MN.z' I 4_t li I; Must BE INSTALED P A CODE ~W w` NP01•xp` NOMINAL LATERALLY UN- STUD SPACING G NO g/��7� �1xN G. FOR USE WHEN TANK AROUND WATER 5 8• Bpx p 5/B• 4l)X p 199E UBC s WW,.tO E ElL F�0'0. I' IS TO BE MOUNTED HEALER, THROUGH MIN. MIN W 'r�to'uNal�xN tOPeKKt I STUD SIZE SUPPORTED HT. �•F •sF Pom e r A,xr r. f-=a LING aNLY li / \ / \ I AWAY FROM WALL �-THE BACK SPACER I - N0. L N0. 1YN a a WtNaM P�61P1■Oltm I I / li WATER AT REAR OF TANK. ,7, a r<y+ �� MIN.I I 2X4 14 FT. 16"O.C. Ll \ I�i I \ HEATER p p 19DES"C TIA3 �FOar ro7' I I MOTES: 3X4 14 FT. 16. O.C. IADJUST FRONT TENSIONING $EIS Z 4 -IX)NOT WT0,BOTH TOP AM D BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN. I \ BUCKLES TO FASTEN WATER l-:-W.ALLOWED IS A COMBWAt OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN 2X6 20 FT 16' OC I \�/ COFi�MO-IT HEATER SECURELY. NON�AiY,10 BEARBNti AND WIND 70 mph •A a.4a.Nm Ina { -THIS DETAIL DOES NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS,THEY MUST j907E: -- WALLS F](T6i0R WALJ.B WIND EX P. C'BE SPECIFICALLY DETAILED. 1. LISTED WORTS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED SPECFICATIONB •Ft.CoIRiWQ-,y4' { •. I + -NOTCHES AM NIXES ARE NOT ALLOWED W CAMiAEbT7LED JOISTS. PERPENDICULAR TO THE PLANE OF WALL WCFWASES IN UN-SUPPORTED HEIGHT 1).STMP:1-1/4-WAE 14 OYDOE ASTM A525.000 4).LAG BOLTS:SQF-OFRIWC A307 3//6- SHOT o MAY BE PERMITTED WHERE JUSTIFIED BY AN ANALYSIS AND CALCULATIONS. 48•TYP. 46•TP. DIM.x 3'W/1-1/4'so.OASMM : DAY ONE NOTCH OR HOLE MIAWED PER EACH STUD. WEB TRUSSES ARE USED. igMS FOR NOTCHES NO HOLES WHERE PlYW000 2. INTERIOR NON-BEARING AND NON-SMEAR STUDS MAY BE SPACED AT 24'O.C. 2).WATER EERIER CLFAANCE O TO 6'STx.FROM ,. QBLY IF PERMITTED BY ENGINEER OF RECORD. OEM WALL PBNETAATIONBDNNE4 CT SRTO WALL ) TEMDIA6 X 33-W/SM(N:BTU:AHED 3/6' (EXGLIDW LET-IN BRACES � i)SzuTTx FIERIER MAX.MAx 7S OMLDN CAFWN7WY(62s Les.) /STD.cur WASHERS 1• 't - SN3 17 RETROFIT FOR MISSED MUD-SLL ANCHOR BOLT 13 JOIST NOTCHING AND BORING 10 TABLE 23-iV-B SV4 HT. d SPACING OF STUDS 7 SHEAR WALL PENETRATIONS 5 WATER HEATER SEISMIC RESTRAINTS 3 STUD NOTCHING AND BORING t 6 4 OUMDIRAL OVER WALL GL)AFIOFtAL Duet RM X-SECTION X-SECTION FULL BEARING 2X BACKING AT VERTICAL - APPROVED SYSTQI GROUND .. SOLID RIM(I.E. ZX,LV.L OR LS.L)WITH - Pam' FOR NON- 7755 CAMPS SHALL BE ACHE - - - _ }- CONE.DBL TOP PLATES LOAD BEARING POST OR MULTI-STUD NONMETALLIC PROTEGTME SLEEVE l BOLT HOLES SHALL BE *MINIMLARGER OF 1/32" 10eTS t01)ATED AS TIUB-JOIST LUM 180 06L 200.PFC 43M MAY I LOCATIONS. M CORRECT B A WWNUY OF 7//18'IARCER THAN THE 2X2X STUDS AT 18'O.C.,U.N.01���..L�11 a �.- BOLT DIAMETER.BOL15 STALL NOT BE FORCIBLY LOUISAN4 PACIFIC UPI 225 OR LPI 20(PFC-3754) .. . . DRIVEN. BOISE CASCADE BCI 450(PFC-4665) S81P. CS56X24'W/8d NAILS VERTICAL LOAD DI / WILLAMETTE INDUSTRIES SI-15OW(NER-475) MIN. 9 NAILS TO STUD MID - RIMING POST - •O _— _ _._ MIN.2X P.T.DF.YUD-SYL•SEE PLAN APA-EWS PRt-400 PERFORMANCE STANDARD Pf8-30,40(KHO ER-5317) � MIN. 9 N4kS TO RIM AND/OR F.J. � SPECS (wx. . '21meoIANMUF EXTERIOR FOUNDATION ALTERNATE/STAGGFR STRAPTOFMCR OPPOSING as' IMCMC 24�s.• .•+ J018TS lDICAT®AS TNUB-MU TJVP1i0�QQ�120111!7 R4J wY eE - SIDE FFACE OF 511�5.CUt SHfG. w$4MIN. S 8"DIAMETER Mt�SILL ANCHOR BOLTS AS I OUIRED.00 NOT OIER-CUT.HE- ;-- LDUISAN4 PACIFIC LPI 300 OR LPI 32{RFC-3754)Aa/ WITH WASHERS PER PLAN. BASE CASCADE BC 500(PFC- ) CENTER STRAP AT SHVG. JIM T etXa W 24'O.C.W//AV.'W u GROIRND ELECTRODE - '� ++ �,/ I 4665 f7 .. 7 T1esDERAa THERE Hppa AT F/XJI EIID(ALP.:2-t AT EA DID) SHALLEE TERIIWTED -. --. -- .,JY WIL AMETTE INDUSTRIES SJ-25OW(NER-475) WEB JST.W/ 2's a PAREatlHOEEEE S9•-0'IN A ORt'LOCATION _ APA-EWS PR6-400 PERFORMANCE STANDARD PRI-40,50(ICBO ER-5317) � BLX. WSW FULL BEARING: ?' FROM PLwmo craw FLOOR aA DEPTH I-JO1!T RXG.W 48'O.C.W/�.,{" WHERE SHEAR WALL COWOM SBP.m TYPE IMOR.AT EACH DID2. , A35F OR W MAT + FPLYWD. FILLER AT VEVERTIACAL� 2's S eaxfttm a FLOOR ABML 6' - LOUISIANA PACIFIC CTR 350(PFC-3754) LTP4 AT L' LOAD BEARING POST OR WLO. d 20 f00T MIN. /4 REINFORCEMENT STEEL NOS♦ - ( ) 18'O.C. RIMS OR 1AULi-STUD LOCATIONS S.P.N. ye a OR f4 COPPER WIRE. FOR 200 ARP.SERVICE ' 8015E CASCADE ST ES PFC-466S STAGGERED. - FLUSH SEAM 2 O��A PER PLAIT a Z WILLAMETTE INDUSTRIES SJ-350(MLR-475) SOLID 2X USE 20 FOOT LDII. 5 REINFORCING STEEL PROVIDE STEEL BUSHING WITH INSIDE DIAMETER TO VERTICAL LOAD EACH SIDE O- / MA-ETWS PRI-400 PERFORMANCE STANDARD PPo-80, 70(ICBD ER-5317) BLK'A W/ 2 O BDDE COIDrt10N OR EEIAMIEM 94RE COPPER WIRE '-0'MIN. MATCH ANCHOR BOLT. BOLT HOLE SHALL BE A MIN. ((2)_iM . ® OF�1 32"TO A MAX. OF 1/16"LARGER THAN BUSHING J06T8 WDCJIT®A8 7FU3J0137 TJVPRO 860 OM 200.PCF 4964)MNY BE: AT RIM OFFSET COND, CRIPPLE OR tiL V NOTE - KT.er/ � (�)DIAMETER.CUT BUSHING AT A LENGTH OF LOUISMNA PACIFIC CTR 550(PFC-3754) CS16ALI B BEAM BELOW. �1/4'LESS THAN THICKNESS OF MUD-SILL BOISE CASCADE SCI 9OXL(PFC-4665) GROUND ELECTRODES TO BE INSTALLED W EXTERIOR fG WILLAMETTE INDUSTRIES SJ-550(NER-475) ALTERNATE AT 1 FOUNDATIONS AS PER LIFER TEST REPORT WHEN AVAILABLE T-WERDRILLED HOLE AAPA-EWS PM-400 PERFORMANCE STANDARD PRI 80,90(IWO ER-5317) � � � PLYWO.WEB J016T8 / MIN.2X P.T.D.F.MUD-SILL,SEE PLAN FOB IQ(.AT®A9 7W1B-JOBT 1•y��-UfflV TRAFD•.M 497D).MAYY STUD G518 n \• -.",a 1-1/4'LOUISAHA PACIFIC 15OOFb GANG-LAN W RIM BOARD(PFC-5004) MIN.5 8 DIAMETER NUD-SILL ANCHOR BOLTS 1-1/4'BOISE CASCADE VERSA-STRAND RIM(NM-442) FRAMONG AT LOW WALL�pN ND / 2 TYPICAL BLOCKING AT POSTS 1-JOIST` 11 LIFER vr1VNv - \"HJ��-PITH SQUARE WASHERS PER PLAN. 1-1/4"WILLAMETTE INDUSTRIES STRUCIAY ENGINEERED RIM (NER-472) 1-1/4'APA-EWS 15E-225OF LV.L. (ER-5834) �°> •%''� - 8FAM9 IDICA�AS TRLIB2T i-314'OR 3-V2'TAIL'TI�SLBTRAID'�iY INSTALL 1/2'PLYWOOD W® NON-RIMING WALL ® t-3/4'OR 3 1/2"LOUISANA PACIFIC GANG-AI W LVL(PFC-5004) W 497Y) STIFFENER W/(2)-ROWS OF 2X STUDS 'SILL PLATE W MIN.2-2X4 STUDS i � 3 1/2"(ONLY)BOISE CASCADE VERSA-LAM (NETt 442) 10d AT 12'O.C.ONLY AT �(2)-10d AT EACH // KT.Q/ 1-3/4'OR 3-1/2 WILLAMETTE INDUSTRIES STRUCIAM 1-5E-225OF(NER-472 LOCAnONS WHERE SIDE t. '-SIDE OF BLOCK S.P.N.PER AT END OF LOW WALL SIMPSON BPS TYPE BEARING PLATES WITH((4)- ) SD51/4 X t-1/2'SCREWS AT ONERDRILLFD SILL 3-1/2'APA-Elt'S 24F-LAC G.LB.FRAMING GRADE(NfR-486) MEMBERS ARE ATTACHED /, _ C:•; �3/4' HOLES. (FOR EXAMPLE USE BP5/8S-SDS1-i/2 3-1/2"APA-EWS 1.5E-225OF LV.L (ER-5834) CONT. DBL. 2x TOP TO DOUBLE I-JOISTS, H' FOR 5/g'ANCHOR BOLTS.) TOP PLATES --� 2_1/2. __ f1LL�ER INSTAL VERTICAL _ - BEAMS MKATED AS TRUB•J06T P•L YARALLAM'OCR 4979)WAY BE 2-1/2'It 2-1/2' --- to / BEiw EA Al 4-0 O.C. x 3 16 STEEL ANGLE 3 ♦• .:r,, .• LDUtSAHA PACIFIC GANG-LAM W 2.0E LVL(RFC-SOON) - MIN. 3)-BLK'G. PER W/3-SWP.SIDS 1/4x3 g• \�,•IlF i BOISE CASCADE VERSA-LAW (NER-N2) FULL _HEIGHT-� 1/4'1 GAP Al 1 T SPAN.SEE TABLE V/ SCREWS WILLAMETTE INDUSTRIES PREMIER PLUS (NER-486) "PONY WAIL BOTTOM OF ---7 BELOW FOR FILLER SIZE APA-EWS 3DF-IJC G.LB. FRAMING GRADE(NER-486) WEB STIFFENER � � —+� pt' APA-E*S 2.0E-290OF LV.L (ER-5834) irl PERPB'DIClIJAIR CONDITION _ LENGTH OF WALL (•) 2X4 FLAT Tea TDOAUID AT EACH SM La� M. 8' ® SEAFa9 IDICAT®A9 TRU9-J06T 1-9/4'N��7i0•LA►f 06i Ii7W MAY BE 2X STRINGER 1-1/2'WIDE 1-3/4'WIDE 2-S 16'WIDE r M. FINISHED SLAB -_—_ 30, 1-3/4'LOUISANA PACIFIC GANG-LAY W LVL(PFC-5004) FILLERI GE W UNGE GE KT.M 2X STUDS 2X4 FLAT Ill W 24"O.C.W/(2)-1e/ / COIAPLETELY FILL OVERDRILLED HOLE WRH EPo%Y: 1-3/a'BOISE CASCADE VERSA-LAM (NER-442) BLOCK SIZE 1-1/8-NET 2X4 2X4+1 2 PLYWD. TOEMwIED AT EACH SIDE 0 4" / SIMPSON"SET"CM.BO 5279, LARR 25279)OR UNM t-3/4'WILLAMETTE INDUSTRIES STRUCLAM(NER-472) ( , 'PRO-FOXY 300 (ICBO 5000. LARR 25220) APA-EWS 1.9E-260OF LV.L (NER-5834) (1)-H2.5 AT STRINGER SILL PLATE W/ 9' TO EVERY OTTHE, I iE1 ALTt7LNATE S.P.N.PER PLAN USE THIS DETAIL WHERE HEIGHT OF PARTITION - O� - 12' \\.:.: .'�/ NDN-BEARING WALL-� E.N. — Ito FLOOR SHEATHING EXCEEDS 9-0 FTE011 PLYWOOD FINISH FLOOR - OR WHERE SHEAR WALL CONDITION IS Q C 3' PLAN VFW INDICATED ON FLOOR ABOVE.U N.O. c THIS OFFSET 2-1/2' -w 2 I-JSTS.W/116d SINKER -I-JOISTS -FOR PARALLEL CONDITION.BLK'C MAY BE UJ ✓Q J 1.THWFADED„ORnON OF B0.TS S10.ECT N,91OOD BRA"SHALL UNDER d A SINGLE JOISTS ALIGNED - W O tY BE avT 0 A PAL F1L BeWaAL( NOTES: 1. REFER TO SHEET SN-1 FOR MINIMUM MEMBER DESIGN CRITERIA. DISTANCE IS MAX @F LS AT 24'O.C.AT TOP UNDER A WALL WHICH SPANS UNDER 1/2 L U O L BOLT YALUEs ARE BASED ON NOS.1907 EMM CHNnIER a 2.ALTERNATES NOT LISTED REQUIRE ENGINEER OF RECORD APPROVAL TO FACILITATE YC AND BOTTOM FLANGES THE LENGTH OF THE JOIST:OR A DBL JOIST r - SFNOVEL a xTAA tMAO FaR wtnlaLleD xaL3S a,awuM r t79ALtTDE IN WRITING PRIOR TO DELIVERY TO THE JOB SITE. FI AAfNG AT POMP WALL PLUMBING UNES- P STAGGERED. EDGE NAIL FLOOR IS ALIGNED UNDER A WALL WHICH SPANS O Q END OF UNBR&CEIFOOTING LOW WALL � (WHERE OCCURS) II SHEATHfNC TO EACH 1-JOIST. PARALLEL CONDETION OVER t/2 THE LENGTH OF THE JOISTS. fY' � Z , 12 STEEL ANGLE AT UNBRACED LOW WALL 8 RETROFIT FOR OVER-DRILLED MUD-SILL HOLE 6 ALTERNATE ENGINEERED WOOD PRODUCTS "`" 3 DOUBLE i-JOIST CONNECTION 1 NOWBEARING PARTMON BLOCKING J� WLL! Q ANGILE AT$TIN WALL T4PIE PUN Ir Ix Minimum diNonce from CK4RT A ` Minimum distance from CHART B Iy 1.PREID WITH HOLESSEALANT AND FILL WINDING STAIRS. SEE ARCH. DINGS. FOR MIN. POST TO OLIARDRAL 1' FLUSH FWARDR�TO WALL � � � _ LL� O __Q 0 2%STUD WALL AT 16'O.C. Soup ACH ONT. T PRIOR DIMENSIONS AND RADIUS OF CURVATURE. MmWmum distance Minimum distance TO ATTAC1BHplT. / WOOD PLUGcr -� U.N.O.,SEE PLAN 2.VAX,Exlim S R StlAti - 1-t 2 W A MIN. 3/4' PLYWOOD TREADS GLUED --,N Of GUARDRAIL O J Q 3 UKTELS LONGER SHOULD w/cpAN rtROL r--AND SCREWED TO RISERS AND LEDGERS. ----t V Z V i MASONRY OR BRICK VENEER-_- JOINTS AT O+oS Fdt E-N. ALT.: 1-1/8" PLYWOOD TREADS) - 1 SEE ARCHITECTURAL PLAN THERMAL EIPANSKIN ( 31N. 3/8" DA. X 6' _ Q RAIL-BOLT' W/1/2" 7I cr LU LSD -� 3/8'XW3-1/2"LAG 4 \-MIN. 2X4 FLIT BLK'G. r� NUT AND WASHER. 1 M'/2" M3N. W .'•` "� Y .L Cr _ BOLTS /STD. CUT E.N. E.N ....LLLL 1 WAHERS AT 32'O.C. MIN. 2X12 RISER W/ 5-16d NAILS AT A/J Q 0 { STAGGERED. EDGE + t EACH END, U.N.O. . 1/2'MORTAR BED ABOVE LINTEL ( � J Z tEVFa POST TO FRAMOM GUARDRAIL SECTION A 1-1/2'da. Do not cut hobs _ __________ 7 t'IF MIN. Dt 2 x Des 02 Lt 2 x L L 7 /2ANGLE A36. MINIMUM 6 DIST'3 4 CENTER MIN. 2X4 BACKING LEDGER) W/ (2- L he�Fe _ z + do.to a�mdill�m BEARING AT EACH END TION yy --------------+---- / 2X STUDS WHERE EN.II MIN. 2-1/4' NOTE: 1-1 X-SEC 3"X 5"X 5 16'STEEL LAGS A D E.N (( )) ROWS OF 16d AT 12' O.C.. STAGGEkED. /2" p ,rob minimum 1 1 l minimum d ( ) --" SQUARE NEWEL POST .,� (also opPEia to es9�nt ` OCCUR- T MIN. (1)-2X4 TRIMMER AND (1)-2X4 MIN. 3' SPACING TO BE MIN 1_1/p �,1uHes) L L ANTLE AT SEMI - ,F ICJ' KING STUD (CRIPPLE) AT EACH END OF SOUARE MAX. 5'-9" O.C. 2-tJ2' HON TO USE THESE CFARfS i i P, E.11,1, RISER. SPIKE STUDS TOGETHER W/ 16d t.Determine the hole shape(round,square or rectangular)and select the appropriate chat-A w B. W w r AT 12" O-C_ U.N.O. 1-1(2' DIA. 2. Under HOLE SIZE,locate the column which meets or exceeds the size of hole 2 �' HOLE NEV6B POST SECTION Yin roux floor Z -Z - - I (MAX. STUD SPACING � 76' D.C.) MIN. 3.Use the first two columns to identify the TJI-joist esrles and depth being used,n your floe a root systern. Z o 8" +` ((2)-3/8" DNA. x 10" MIN. 4.Scan right across the row until you intersect the column which contains the hole site you xdected. W O MASONRY OR BRICK VENEER I MIN. 1-7 B" PLYWOOD RADIUS-SILL. 'RA N SEE ARCHITECTURAL PUN 16" / 4" IL-BOLTS" W/1/2" 3/4' the wlus shown le the from edge of the hob to the bade face of fM dearest support. CUT SILL PLATE TO MATCH STAIR NUT AND WASHER. owrT A_ROUND HIIFI V w 32 CURVATURE. PROVIDE SHOT PINS AT (TORQUE NUT TIGHT MINIMUM DISTANCE FROM 660E FACE OF ANY SUPPORT TO WARM EDGE OF HOLE GENEM NOTES 1/2'MORTAR BED ABOVE LINTEL �MAXIMUM 16" O.C. TTo SMw ENOUGH TO BEND ROUND HOLE SIZE 1). B more man one hole Is cut into the web.the /WASHER TIGHT AGAINST MIN. 3' Depth TJIO/Pm' distance bet~the of the holes must be 3"X 5'X 5 16-STEEL \ NOTES,• BLK'G. SQUARE e O Y Y 4• 5• e• 6-1/4• r s' 6-s/6" f To' 10-3/4' 12' 12-3/4 at bast Zx the length the largest hole. 1 / I 1-TREAD NOSING PER ARCH DWGS. SURFACE OF CYLINDER �- -f 2) Holes m be fowt vertically here within - ANGLE(A36). MINIMUM 6" 4X HEADER BEAM PER - -�--- �� may K onyw g BEARING AT EACH END ( / ) 2.MAX.STAIR 815E PER ARCH.TANGS. FLAI'OfiAL TO WALL FRAMING AT WALL 9-1/y t5o t'-0' t'-6' 3'-0' S'-0" 6'-e' 7'-a' the web. Leave 1/8 of web mhwmum at top PLAN MIN. 4X10 J.MIN. STAR RUN PFR ARCH.D1YCS. 250 V-O' Y-0• 4'-D" S'C V-6' 8'-O' and bottom of hob. '°' S° 7/16' DNA. X 2-1/2' 2X STRINGER r' 3. I-'oats are manufactured with t-1 2'diameter ,`ar..wo'°•" "` T�rE PAL RJ4 g fta� 15p t'-0' t-0" I'-0' Y-0' 3'-0' 3'-6' S'-0' 7•-0' a.-6' ) J / LONG LAG BOLTS W/ l aar{oratsd tnoGeoub in tM web at AT. at* 13 9 STEEL ANGLE AT MASONRY/BRICK VENEER I STANDARD CUT WAS NEWEL POST W/ 1 250 1'-0' 2'-0• Y o• V'6' S'-0' 6'0' 6'-0" g•-0' 12'qn center along The length of Ms jo sL, IT-7/8' THROUGH DRYWALL TO "RAIL-BOLT" �,y1 350 V-a' 2'-0• Y-0' 4'-C 5'-6• C-O" r-o' 91-V W-0' ;,4) Distances m the charts shown are Dosed on -BLK'G. PROVIDE METAL PER STAIR MANUF. {lT "Orw t loabd pieta using the rl o i.-foods E.N. ii 5W V-O' 1•-6" 3'-0" 4'-6' 6'-0' 6'-6' 7'-C 9'-0" 10'-0' teMawn far om of m0 tot+les listed Nttwi current 2X6 JOISTS 2X14 STRINGERS SIMP. W213 _ / SLEEVES AT LAG BOLT CONT. DBL. 2x TOP c I %teraturt Far other load conditions a � 2x STUD BACKING TO BE MASONRY AND STONE VENEER NOT O 16'O.C. O 16"O.C. MIN. 4 0 HEAD OUT T ATTACHMENT W/ SEALANT 250 1'-0• t'-0' t'-0' 1'-0• t'-s' Y-0' 3'G' s'-0" e'-0' 6'-6' e'-6' to'-0' .} S i>�}.urotiars not included irt• ( ) PLATES W/ 4x 14. 011mw ,;- ENOMIEER SPACED MAX. 16'O.C. k EXCEEDING 4"IN THICKNESS TO BE W/LUS26 -� MIN. REMAINING CONDITION. `nf AROUND SLEEVES AND 14' 350 V-0• ,'-a' t'-0' 1'-6• 3'-0• 3'-6" V-6' 6'-0' r-0' B•-0' 9•-C 1t' contact 1-pat rwesentolive. I APPROVED PAPER SHALL ANCHORED TO MAIN STUD WALL W/ l pEPTH AFTER �I LAG BOLTS. BLK'G. AT NEWEL r � D.J. { - BE FIRST APPLIED OVER 22 CA. x 3/4'GALVANIZED CORROSION I NOTCHING w 6' �' POST LOCATION STo t'-0" -D" ,'-0" 2'-d' 4'-G" 4'-6" 5'-0' Y n; e'-6• 9'-0" ,0'-6 1z.-D' S). is simple 5 foM )the uniformlyo PRINCIPAL SHT'G. OR WIRES BETWEEN RESISTANT, 0.030'?HICK,WALL TIES. I (j 250 ,'_O ,'-D• ,'-0• Y-o• Y-0' I'-a' I'-0' t'-s' Y-6' 3-0' s'-0' s'-6' 9'-0" n' I-joist Gteroture,one maximum sae round hole R.O.K. STUDS k MORTAR SHALL ALT. 0.148.0 WIRE-0 B.W. GAGE) 2X10 BLK'G. W/6-16d (1)-H2.5 AT STRINGER '1?I to' 350 ,'-0• 1'-0' 1'-0' Y-0' t'-0' I'-0• t'-0' Y-0' !'-0' 5•-0• 6'-0' tY-0' 10'-6',Y-6 may.be located at the center of the joist tpon 1 BE SLUSHED INTO 1" TIES TO BE SPACED SO AS TO 2X4 PLATE W/ NAILS O EACH END. TO STUD AT EACH BLDG• lH I SPACE BETWEEN FACING SUPPORT NOT MORE THAN 2 SO. FT. '16db O 8'O.C. \ F END OF NEWEL Sso 1•-0' ,'-0' 1'-0• ,'-0' Y-o" Y-e' Y-e" s-0' 6'-0' r-0' B•-0' to' 1r-o",3'-e 08 13 2001 1 &PAPER. OF WALL AREA BUT NOT MORE THAN v �7F� �I 2X STUDS O 16' O.C. POST LOCATION. CHART B-SQUARE OR RECTAHG,AAR HOLES PLOT a 1 HAVE O-G. HORIZONTALLY. TIES TO 2x BLK'G W/ /�- � MWMUM DISTANCE FROM INSIDE FACE O'ANY SUPPORT TO NEAREST EDGE OF HOLE 1 O O4 2001 HAVE A OR HOOK ON HORNED 160's 0 8'O.C. N I DO NOT CUT OR I LEG THAT WILL ENGAGE A HDRrz. I FAAMONG AT ttiA (I)-LSTAIS OR CS16X18' _L' Depth Tir./p,o SQUARE OR RECTANGULAR HOLE SIZE NOTCH FLANGE. JGB No. -- E.N.� NEWEL POST W "RAIL-BOLT' AT EACH SIDE OF STUD S� - 0707-0786 E- -0.148"BE/908 EMGAGEwJOINT REWF. E.N. I PER STAIR/1AANUF. 2' 3' 4' 5• EF 6-1/C 7' 6' e-s/6' 9' t0' o-y4 tY 12-3/4 W EACH SIDE OF ARCHITE S JOB HO --- TO BE CONT.WITH BUR SPLICES L. I NEWEL POST LGCATIO "a I'-0' 2'-0" 4'-0• 6'-0' e'-6' 6'-B' ------ -------+------ --- v 9-/2 FULL WEB DEPTH RECTANGULAR WHA-01180 BETWEEN TES PERMITTED. III 2x6 LEDGER I COAT. LE SOLD RNA . (4 TOTAL) T' 250 t•-0' 7-a' 4'-e' a'-a' r-0• r� _LJ W/(STUD as _ICI_ PARALLEL JST. COND. BEND OPPOSING / ISO V-W V-0" 2•-0' 4•-0' 6•-6• r-e• e'-0" W-d' W-d HOLES ARE ALSO POSSIBLE. CODE PER STUD o � W/ A3TO AT S. O.C. STRAPS OVER CONTACT YOUR TRUS JOIST MACMILLAN 1997 UBC { REST VENEER ON CONC. FOOT'C. 1, WALL COND. TO PLTS PLTS. IN OPPOSITE 2S0 I'-0' t'-0' 3'-6' S'-0" r-6" B-0' e'-6' 9'-0' 9'-0' I LEDGER Y I DIRECTIONS -T/e' REPRESENTATIVE FOR ASSISTANCE TRAC - • ,11 CONY. 4X SOLID BLK'G. AT I ii N lSa I'-0' Y-0' 4'-0' S'-4" Y 6' N-0' 9'-0' 9'--0' 9'-6' 19750-1, 2 & 3 F I GRADE OR 2x6 LEDGER n PERPEND. JST. CONTI. W/ 550 Y-0' 4'-e" 8'-0' 7'6' 9'-0• W-6' 9'-0' W-0"t0'-s• DESIGN CRITERIA Q� W/(4)-16d's ,��2-A35F EA. END (EXT.) I PER STUD [a/ g 2-A35 EA. END (INT.) 250 1-0 ,-0' t a' r r 6'-0' T 6 e'-0 10'-0 1C-0'Ip-6' 1l 12' NOT PERMITTED SEISU)C ZONE 4 / FILL 14' 370 1'-0• V-0' Y-6' 4'-e' 6'-6" T-0' 9'-0' ,(Y-0 w'-0• n•-0 1V-e 12' J CONDITIONS WiND 70 mph -1 MIN.5'LEDGER AT VENEER. •\ 1 (3)-CONT. , No r-6• 3•-0' 4'-6' t! l 8.-4" IV-el Iv-el 11• 12• IZ-V 13•-e WIND EXP. "C" . I - .. O• V ZX PL75. 250 I'-0" 1'-0' 1'-0' 2'-0' 4'-0' 6'-6• B'-6' e'-6' 9' �.SEE ARCH.OWGS 2x4 P T.D.V W/ ^ EL✓'Y� 11Y 36o I'-0' 1'-0' 1'-a' 3'-6' S'-6' IY-0' 10'-0'10'-0 11' 11' ,r-d 13'-0 - SHFE[ 2X4 CRIPPLES SHOTPIHS O I 1 Do nottot Do not bawl REFER TO FOUNDATION PLANS O 16"O.C. 16"D.C. 530 1'-0• 1'-6' 3'-6" E-0' 9'-6' 11•-e 13'-0'13' IS-6'14'-0'15'-0'1S'i hobs too alone Cut joist AND DETAILS FOR MORE INFORMATgN k: bevoM •Reclwlpar were Iieee4 a wx,ewwwtlww of Hwryrt x:1e. to AlaDonts- 1nNde fate d watl. N 14 10 ANCHORED AND ADHERED VENEER 7 TYPICAL STAIR FRAMING 1 5J MANUFACTURED GUARDRAL/HANDRAL 4 TJI HOLE CHARTS (ROUND, SQUARE, AND RECTANGULAR HOLES) FOR FJOISTS BY TEAS-JOIST 4 2 OF PANEL - . I APPROVED SYSTEM GROUND �F" HOEDOWN CflOaa•>lrC110N'A• _ INSTALL PER HARDY PANEL 0 12' (I)-STORY; 15" (2)-STORY I _ CLAMPS SHALL BE ACCESSIBLE SPECS. &ICBO PFC-5342. _ - .. ao - HARDY-FRAME PANEL r AS . - NONMETALJJC PROTECTIVE SLEEVE CUT WASHER RBAND NUT. TIGHTEN SNUG. I (SIZE PER PLAN) 2-7/8'DIA. CONCRETE g/p2; FIBERBOARD 2x P.T./D.F. SILL PLATE © MIN. 10' - M .. i SECTO ELEVATOId ; �MII.2X P.T.D F.MUD- FILLED PIPE BUMPER EkGUARD TEN� JOINT WINI A.B.V4872 p C EU.N.O. M HARDY PANEL REINFORCED CORNER C 12" 1 W— i 1 _ I D�Rr��Acl�c{s�EF'-teELow/T') ON PLANS. Q ()-STORY; 1s" (2)-STORY g O z EXTERIOR • ANCHOR BOLT TEMPLATE BY ISOLATION CONTRACTOR ® y.. I - E' - HARDY FRAME O 6" (I)-STORY; 7" (2)-STORY FOUNDATION1111N.ANCHOR. .. - •a DASHED LINE INDICATE COLD- +�PROJECiX#1 BOLT Q 4" CONCRETE SLAB W/#3 BARS O 1a' O.C. rr --^ - JOINT AS CDND OCCURS / _ E EACH WAY O SLAB MIDHEIGHT. O ps -_ - -- J - GROUND ELECTRODE BE TERMINA (2)-POUR 4'-8' ti�- FOO NG SHOVEL F------ -- - a- F 2` SAND OVER 7 0 MIL DaLYETHYLENE f _ i DRY LOCATION -------- �M. (A T.: 'mmR 4-6 41N. GRADE OR Q ~ m ��✓ lFT'. 6" VAPOR BARRIER OVER 2" SAND. 1 1-POUR G.) H. ( .. N-MIN. DEEPEN Fi'G.AT _ ENGINEERED O (1)-#4 BAR AT TOP AND BOTTOM. ..'! v. _..+ fill I 20 F007 MIN. �T4 REINFORCEMENT STEEL EFD 4' HOEDOWN •,! a" CONCRETE SLAB W//3 BARS O 18' O.C. - 1 - 2- a BARS AT TOP& °'JO '. J OR t4 COPPER WIRE. FOR 200 AMP. SERVICE S _ a H .1 C OH EACH WAY O SLAB MIDHEIGHT (QUARTER-SAWN), Z_a 2- 4 BAR$AT BOTTOM :� O USE Q FOOT MIN. 5 REINFORCING STEEL ((� (( G --_ I 0 O 1 OR EQUIVALENT BAR COPPER WIRE 20'-0" MW. REH11R)AT CORNEROCOND.� H =� -+,'..t�". QI 6" (I)-STORY: 8• (2)-STORY I PLACE BARS 3-1/2'GLR. y I �g FROM TOP& BOfTiTOM.CENTER 10'MIN. 7' DTL ROD REMARK hj f MIN. I _ TRACT 29568. LOTS 41, 42 & 43 REQUIRE POST - 1 GROUND ELECTRODES TO BE INSTALLED IN EXTERIOR -�-� MIN. 5' LEDGER AT BARS ON PANEL _ VENEER. SEE ARCH. TENSION FOUNDATIONS (DESIGN BY OTHERS). 1 FOUNDATIONS AS PER UFER TEST REPORT WHEN AVAILABLE i 7/8" H 21 MMMIUF. A T 1 S REO'D - WOOD POST W/ABU TYPE STANDOFF BASE PER PLAN t-VV DML BOLT 19 15 1 LIFER GROUND 1-1/2'DRY-PACK CONE./ — --- 9 BIDER GUARD 5 EXTERIOR GARAGE FOOTING 1 FOUNDATION SCHEDULE PROVIDE LEVELING NUT 4� &WASHER UNDER 2X STUD BACKING TO BE MASONRY AND STONE VENEER NOT PANEL \ i 1i - - $IMP. HPAHD22-2P -- / - I SPACED MAX. 16" O.C. & EXCEEDING 4" IN THICKNESS TO BE I WITH 16d NAILS NOTE: USE SIMP. APPROVED PAPER SHALL ANCHORED TO MAIN STUD WALL W/ A?. CONDITION FOR 1-1/8'DA. TO MIN. 4x4 POST, HPAHD22 AT ONE ! BE FIRST APPLIED OVER 22 GA. x 3/4" GALVANIZED CORROSION DOLT ONLY. (SET PANEL OR POUR FDN. (NO - • SHT•G. OR WIRES BETWEEN RESISTANT, 0.030" THICK, WALL TIES. DIRECTLY OVER CONCRETE $IMP. STH014 IF 1/2 FIBERBOARD CONC. DRIVEWAY COLD JOINT 2x P.T.D.F. SILL PLATE COLD JOINT) STUDS & MORTAR SHALL (ELT. 0.148"0 WIRE- 9 B.W. GAGE) SURFACE) WITH 16d SINKERS APPLICABLE. EXPANSION JOINT WITH 5/8" DIAMETER 1 BE SLUSHED INTO 1" ES TO BE SPACED SO AS TO 7/g'DAL BOLT TO MIN. 4%4 POST MATERIAL A.B.'s O 7Y O.C. UJJ.O. _ - ( SPACE BETWEEN FACING SUPPORT NOT MORE THAN 2 SQ. FT. 7 g•OR 1-1/ 010.ALL-7HREA0 (REFER TO MANUF. SPECS.) COMPACTED ON PLANS. .i & PAPER. OF WALL AREA BUT NOT MORE THAN �(A307 W/g MTV.3"50.X t/Y ! FILL AS I - 24" O.C. HORIZONTALLY. TIES TO �CK A36)ANCHOR PUTE WASHER , COLD JOINT .COLD JOINT REQ'D. - HAVE UP OR HOOK ON EXTENDED TWH/I DOUBLE STD.N I { LEG THAT WILL ENGAGE A HORIZ. (ONLY PANEL WRH 7 B'e BOLTS /1 { --JOINT REINFORCEMENT WIRE HAVING CAN BE INSTALLED 2X SILL) _----- 0.148"0-/y9 B.W. GAGE. JOINT REINF. LIP i }-------- I TO BE COM. W RH BUTT SPLICES MIN. 2%NUD-SILL - .. ... .W -.,y, ,Ve. 6" LL --------------I BETWEEN TIES PERMITTED. ,i _ - ( 2X JAMB,SEE RAN =a = GRADE OR � i MIN. REST VENEER ON CONC. FOOT'G. , 0 OCR. ENGINEERED 1 LEDGER -.gyp -- }• ;n.a + H E FILL - �I GRADE OR . +•- *s= .i�� _ ON .. I .G ENGINEERED --BAR = 1 O —$ ALIGN WITH G w;-4 D G FILL t j'. i t - 1 BOTTOM OF ul I 'ro ADJACEN I MIN. 5` LEDGER AT VENEER, MK a'..p• VIM.. \y �e 1/a`�NPA11D22-2a ! FOOTING *�B -� I 9 M��F�. SLEDGER AT. '` ,1O O SEE ARCH. DWGS. A _ ". vQ C I DEEPEN FOOTING AS REO•D. -�Ar� --++ - REFER TO FOUNDATION PLANS 1 FE: � y J Z AND DETAILS FOR MORE INFORMATION REFER TO MANUFACTURER SPECIFICATION E ELEVATpN Q Q rue I.C.8.0 REPORT FOR INSTALLATION REQUIREMENTS. ��°, •�• -i ,� � 20 16 ANCHORED AND ADHERED VENEER 13 18' HARDY FRAME PANEL AT GARAGE FOOTING 10 SWSON HPAHD22-2P / STHD14 6 GARAGE GRADE BEAM 2 EXTERIOR FOOTING W CC < _ �- w 2 - HARDY PANEL 1G�CENTER HOEDOWN ON POST Q 1 DRYPACK -POST PER PLAN CUT WASHER AND NUT AU.- PLAN A307 ALL-THREAD ROD WITH W Q O I UNDER BASE SIMPSON HOEDOWN PER PLAN. 3"x3"x1/4'STEEL PLATE _ SHEAR AND BEARING WALLS �^ ATTACH HOEDOWN TO MIN. 4X4 AT BOTTOM WITH DOUBLE MIN. D P,T.ER SILL R DO TS O .J V - HARDY FRAME REINF. CORNER POST W/SHEAR EDGE NAILING, NUTS. ALT.: SMPSON 'BPI 24" LONG 1/2" FIBERBOARD 5/8"OUAREER ANCHOR BOLTS INTERIOR CONE. NUTS. DIAMETER= fk COLD JOINT- AND SQUARE WASHERS O 72"O.C. ^^ I j ANCHOR BOLT TEMPLATE (WHERE OCCURS) �T3 BARS PENSION JOINT EMBED BOLTS MIN U.N.O.ON PLANS W V ar O 5/�8'DIE.:MtT28B/HTT22 O 24 O.C. MATERIAL BY HARDY FRAME COLD JOINT I DR.:PHDB/HDa4/HDIDA JOINT BEYOND COLD NON-SHEAR/NON-SEARING WALLS .^ W O I SLOUGH CONC. COLD JOINT-- n A.B. PROJECTION E O f 1 DIN.:HD14A JOINT INTO FOOTING.) 2x P.T.D.f.SILL PLATE POWER U) Y U 1 FOR EMBEDMENT G SIMP. COLUMN 2)-POUR f / MIN. ROD EMBEDMENT: DRIVEN SHOT PINS W`TH CADIUM J U Q BASE PER PLAN !E--SLAB THICKNESS - MIN MTT2ll9/HiT22 / CONCRETE PORCH WASHERS O W1X. 32 O.C. Q Fr 1 - O OUNDATION rSLAB COMPACTED U.N.O. ON PLANS. .- sL--• - ---118 PHDB/H084/IDIOM / J SYSTEM r+ Zy GRADE OR / FILL . .. \ (ALT.: 1-POUR FTGJ d•.. F (.. HDPE REQ•D. ENGINEERED ^ U.N.O.PER P.T.PLANS) ` --------------I--- _ CONTINUOUS CONCRETE w FILL 1- 4 BAR TOP. ~ I-a •" 4 RADE BEAM WITH MINIMUM &BOTTOM _ 18 SEE 1 ARCH. / SLOPE 1" 2 4 BARS AT TOP AND w I 1 ((G2- a RS AT BOTTOM N J)NI L=2xEMBED.+2a' - F G. ppE OR f L�t '-6gARS A EACH SIdE —'I•� CENTERED ON HOLDOWN • - _.� OF HARDY FRAME. U.N.O. rto (7�'P AT NON-CORNER). c W' I 8' FILL - 3 A00(1)-�I4 AT T/8 AT ainl U.N.O.) \-i - Z i CLR 12' MIN-,7' P.2B%✓k/HD104/HD14A 3" ROD DIA. EMBEDMENT ED I I T 3" SO. X t 2" THICK-= EXT. CID. U.N.O. (L=2xEMB .+36" nff C o A36 STEEL LATE WASHER 7 8" 27` FOR HD14A,U.N.O.) lI� a d 6• G 1 REFER TO FOUNDATION•• W LE OR TACK 12" MIN. / t.bci¢t roa•c 1Y qw �"'T •• -it '4 I t 1-1/8' 38` ALT.SYP.SSIB BOLT TAM RAM me a TS e ro { 9. (U.N.O.) ^�----� / INT. CONE. {) p tgD011'N 2-row 1z rM1°ra••u°>~°+a� ( •... ji !r VC PLAN FOR PAD SIZE. WELD TO ROD 2. SPECIAL INSPECTION Ntt2w sStazA sse2D otrn,a rao1.¢sn U.., 12 'r IS NOT REO'D. NrT22 WA SSM4uw-ww 9 EW CR098-SECTION•A' vIWHDWNDta SS18u SS B2H Z m aAs Azt n�o CORNER CO CtlMP CAl1O, lltf rrs ntlS x t.1>er 10[IIoIOM MIo fLtIC.(xtro N11M m Ali the 7 8" OR 1-1/8- DIE. ALL- ID14A WA WA tur s•ar t®t�nw'x t•vvsswc•nn cac.Or+4 h,t� 2 p o� =u . THREAD ROD //�A3071 WITH 21 17 COLUMN BASE AT GARAGE SLAB �SSTEELiP LATE HWASHER. , it SIt1PSON MTT/HTT/PHD/HDA HOLDOWN 7 PORCH SLAB / STOOP TO FOOTING 3 INTERIOR FOOTING /$Mt IN. 2.2X NAILER WITH TEK AT 18" O.C. MINA --, '• _ 3" SIDE COVER O PER SILL A B:a O O '-2x STUDS ENCNIFER 1 ( ) yo Lai.J CBS D C8 BASE D.J. ELF TAPPING PAN-HEAD Z � 8 X 2 SELF DRILLING I 2' SIDE COVER O 02x P.T.D.F. SILL i CONC. PEDESTAL F— TOP tAEY/ COLD JOINT 2x P.T.D F. SILL PLATE R.O.K. 3X P.T.D.F. ! I AND PAD TO- p6S & LCB BASE STUCCO SCREED Q O I A.Bms50872 OOTEU.N,O. DATE .SILL �2105/A.B.'A ! i BE ONE POUR. 08 13 2001 (COUNTERSUNK) ! I ! WHERE OCCURS G SEE ARCH. FOR COLMPAASCTREQ'D. ON PLANS 10 PLOT ATE FINISH MATERIAL 1 i 2001 MIN, 8'AT SIMP. COLUMN MIN. 8'AT ONE JOB�• I. U_ (2)-A35 O EA. _.� INDIVIDUAL PIERS O K BASE AND POST INDIVIDUAL PIERS 1//2' FIBERBOARD OPTION -I O SIDE TO SILL. 1 ---- (t.e NO CONCRETE PER PLAN. (i.e NO CONCRETE + E F-Ek,2 ON JOINT 0701-0786 �. �(4)-TOTAL- �• -`- ••--�-r •. FLOOR OR DECK O FLOOR OR DECK 1 �� / MATERIAL S N0, 1 ---- 1 - 4 L-� ----. _7 7R` -_ - L__ <- PRESENT). FIN, PRESENT). _ ------------- I---------- 9 INTO SLAB _ -- _ Lam- _ N. SLAB WHA 1180 12" TYP. "�•. 41 - 6. I 6� 4- Com D FIN. MIN. SLAB ITN.L 'MIN. GRADENG'DE OR 197 UBC . p; _ 'ice4")"'" - - .- - -r• - - GCE 4"3 :'t„ 3 CROSS-TIE S 4.3 ` s . PEDESTAL FILL F 19750-1, 2 do 3 !, .. i. •..t,t "-""� _ N JET COL BASE _ 1 AND PAD TO C _�__ H DESIGN CRITERIA i� SEE PLAN BE ONE PouRSEE SEE . SEISMIC ZONE 4 I. r •+ - HORIZONTAL REMAR AT J FDN FDN.I DIMENSION _ D G -:'J WIND 7O m =-=- Q ph J .. r' .. DEEPEN FOOTINGJ TOP AND BOTTOM OF V pLAlll .: pLAM 'PER ARCH 1 WIND EXP. "C� T AT HARDY FRAME GRADE BEAM. '. 3• I DO NOT SPLICE BARS WITHIN AS REQUIRED. SEE DETAIL ABOVE. �E �_ I CLR, ,� B I 2'-0' IN EACH DIRECTION. B.EYATION SEE FOUNDATION PLAN ` -•,. ClR - .SWEET SEE FOUNDATION PLAN k FD1 22 18 1 CURB AT ADJOINING GARAGES 14 HARDY PANEL AT HOUSE FOOTING 12 ISOLATED POST FOOTING 8 ISOLATED COLUMN FOOTING 4 1 EXTERIOR FOOTING TO GARAGE SLAB OCT 4 I MAX. 8'-0" 2x STUD W/PLYWOOD TRUSS TOP & / PENETRATION CONTINUE PLYWOOD EN.0 PANEL EDGE !l d'0.G l LAGS 8P11•0'O,G. TRUSS 7�A����W(STARTER PLYWOOD .SAP.A35 AT 48"O.C. ,g j BOTTOM CHORDS 2X BLK'G.W/E.N. I t INTO BLK'C. SHT'G. UNDER IN-LINE CpOt110N DBL TOP PLATES OR BEAM BELOW SAID WALL(WHERE OCCURS) BOOM(WHERE OCCURS.) SHi G (1 4't GAP ALLOWED) �i 1 4X POST W/PLYNOOp PROVIDE 2-ROWS OF SOLE SUP. AL �HFJtE } OOMOrtiDN t 4 OC.TO AGRtDER� CALIFORNIA FRAYING EN.0 PANEL EWE P BEANS OR JOISTS PLYWD.ROOF SITYG. L�24' _ (()) 2x BLK'C. SAP.Ht GAP IS 1 TRUSS L�24" MAY BE 16d PTA. EKED. U.N.O.6O.C., /4"<CAP<7". 2X4 %4 HEAD- 2X4 2X4 E.N. E.N. COMMONS (18)-8d t11r WDI I PLACED ONSIDE,EXCEPT SOLEAPLT.NAILING TO YNTCHf1E STAGGERED. .N . (1-Row EN.� AT 48'D.C. r`j 1 RAFT/CJ O Trice RAFT/CJ RAFT/CJ Z - CdWONS CgYplgS ngeL 51MPSONTo I-BLK'G a 1-ROW To CONTINUOUS 2% (1}SIMP.CS-16 ST6224• AT I-JOIST COND.) NARER)t6d's O VALLEY PAD WITHPUMA OEFBET COFOITgN (MSTI36•) . 11R15S EN.2X4 (2)-16d AT FACN S 2-SWP.CS-16 DBL TOP PLATES OR PLYWOOD SHT'G. zEND, TYP. OUT O T6c6 DEPTH OF BOTTOM TRUSS. () ^ 1 BEAM BELOW N CHORD TO MATCH - -4` 04ER -r-- '- - 16d AT 6"O.C.TO I-BLK'G. TOP PLATES HANGER DEPtH- MAX. 24"SO. - +' '- -- r--�ii�,4 .', OFFSET BEAMS OR A35 �C SEE PROVIDE 2%NAILER BLK'G. PEW (OR CAM)--CILT PLAN TRUSS TOP & E.N. OPENING IN SHrG. LC,j_- FLOOR SNt'G. - (NO ALLOWED AT SLOT r B_PER .. UNDER SHEAR WALLS) SHAPED 2x BLK'G µ H2.5 O 48" BOTTOM CHORD$ p TRUSS 1/ANUF.TO FOR YENTIUTION. AS REOV. I-JOISTSS COND.) (OMIT 2X NAILER WNEkE � 8'OC•DESIGN GIRDER BLOCK AND EN. j WN. 3-t/2"WIpE BLX'G.ALL EDGES. { •.\ / ` 5 USED. NA% 10"HEEL Hi.- I lELlFJRUB1f C010. FLUSH BEAM wRH -. _ ( EXCEEDS 1ST TRUSS TO5T " (2)-2X i.J. 4 /;," I ) SEE STUB TRUSS D2X4 SHEAR LOAD X ; (ALA.(2)1-JST. t. NNORS. PER PUN i JST. BLK'G.W/(2)-10d FOR LARGER HEEL NT. INDIGIED ONPUNS.' ILADQER cs 5�1" YW`1-1 4"BLK'G.W PER Btx'G.• E.N.8 _G. O z (MIN. 1,500 U3S). t ZX FJ. / / D71 6'O.C. 245/O.C.O 24'TO.C.EDCTYP. 24"O.C. w SEE PLAN ()- PER P OR JOISTS (2)-A35h AT PLATES. TOP PLATES(OR BEAM) WWAP STRAP (ALT.;(1)I-JST.) RAP ,7 / j 0 TIN j a 2I�5, PLAN AS RED'D. L-z4" W�7aAP0a'o. L-24•, PER PLAN TYP. 1.ATTACH GIRDER TRUSS PLIES PER MANUF. aau (18)-8d COMYON� AM 108)-u COMMONS � DTL ��INN. MN. MNa',�- , O.. t o.c�t.2 O.. N 2 4'O.C. 12"O.C. N/A x;�••Y aRDE P1V00.LW SPECIFICATIONS. � ./y,W rANff1e� � I62ff5: 3' 4 1/2' 3 .;!�� 1 2 NALs NULs 2 RAILS 2.HANGER TYPES SVNLL BE PER WWUF. SPECS. 3-,/r AT u4 aw (1)-2x alX'C.W/4 16d END NAts ro BUPC✓� (2)-zx BU'G.W/4-16d END -VERIFY EXISTING CONDITION AND PICK THE 1 ST6236 Msn48 -- SEE Y ONE CONptpN REDID.PER TILL p '>f-VY AT tx4 awl NNL'G.&(1)-A35, 11UTAL OF AS REO'D.FOR STg1P NAIL'G.&(2)-A35,ITOTAE OF APPROPRIATE oETAIL- 2 MST48 MS1160 te - - • ' A3ar -- PLAN H2.5 O 48" 2.PROVIDE SNP.NH2.S WHERE TRUSS 5 NEXT TO CIF NpT�, MA%. 24 3.STUB CARRIED TRUSSES FOR A DISTANCE TO .i 1? (2)J.AT EACH END 70 ADJACENT (To KE1v yYroa (4)I.AT EACH END TO ADJACENT -AT Si Np/OR MST 57RM•OR oiYSE(CONDITION: O.C. EN WALL OR WHERE H,ow NOT 8E]INSTALLED. -PROVIDE THIS DETAIL A7 T'RUSS TOP MATCH WIDTH OF WALL BEYOND GIRDER TRUSS. CLOOR JOIST.PROVIDE 2 H2.5 Smww). PRUDE 2X SGB.L-4'-03.w/(2)ROWS IIRIIS y�7 / H 3.PROVIOE 2x H1OG.I/10 TUT WHERE HAVE Vk1fI5 AND 607TgM CHORDS. ()- DBL FLR JOISTS.PROVIDE(4)- 16d 0 6'O.C.AT SNNOLE J015T TXx/5. Tod to-R •W'T 1.LTW WY sE LSFD N-UEU OF.. DVERINNc -PROVIDE ONLY ONE CONDITION 4.ALIGN FACE OF GIRDER TRUSS OPPOSING CARRIED AT EACH BEARING DO OF FlAOR H2.5 AT EAACH BEARING END OF PRONMOE 2x SUB,L-6'-B"t.w 1 ROR 3 TO _ i s roamEO ro Y ouR ONLY WM a� 1�) 4,o� y �R, OF ONE IXx AT FJ.&Y FOR REFER TO OETAL FOR STUB 1RIA5 COD.e PER EACH ACCESS. ,� TRUSSES WITH INSIDE FACE OF WALL BEYOND. IDII: F.J. t8d•K O.C.AT SINGLE 1- / I.00Al10N5. A}� "JOIST EA SIDE OFALi.: 1-3/4•TSL BLK'G.W/ ALT. 3-1/2"TS.L BLK'O.W/ )mooBU('G. FA JObT �IaN DON tHw wwt s f9 FRAMING AT 30' X 30' ATTIC ACCESS 15 CARRIED TRUSS TO GFtDER TRUSS 4-16d!:G'.&(1)-A35, 8-16d END NNL'C.&(2)-A35 ITOTK AT EACH FID ro SISAR PANEL NOTpI )TOTAL D< 4)I,AT EACxt END TOTO USE0tF�`� a< (( �� WAy) ADJACENT LDEILER I-JSTs.(LSEBEAM/JOIST DRAG TIES 5 F-JOIST OR LV.L. BLOCKING TO WALL1 TRUSS TO WALL CONNECTION AT EAVEPLY/D. -12'AT EACH dpIpOIFN SiR�P(s) PLYWp. FILLER L-12'AT EACH 4 \ SIDE OF EACH N-JWST.) NSIALL A CSIsx36's/ SIDE OF EACH DBE I-JOIST.) TENS�, STUD WALL PROVIDE(2)-H2.5 AT EACH f04 AT cur.-fAa OF 0PP09ETE ypE 9FEAA PROVIDE(4)-H2.5 AT EACH - -jE CONT.DBL TOP PLATES WITH USTA36 OR PLY4WD. SHT'G. SIMPSON CS-16 BEARING EYMD OF I-JOIST. SOME PULE ( END OF DBL 1-JST. CS16XJ6"PER TOP PLATE SPLICE/BRFAK,U.N.O. STUD WALL - W/ 10d NAILS �i PROVIDE(2-ROWS OF SOLE D.F. 2 FLAT LOOKOUTS: ( SIMP. H2.5 �-r ,r< 2X STUD W/PLYWD. -'�\ - - MN.2X CRIPPLES AT MAX. 16.O.C.SEE PUN OCCURS) PLT NAILING AT 6.0 C, 2x4 24" O.C. OR 2x6 O ROOF fA)-END•O O �---PLYWOOD ROOF SHi'G. 5HT•G. EA 2X BLK'G. O 48"O.C. EN.0 PANEL EDGE \ SHEAR MITERYLL STAGGERED, U.N.O. (1-ROW TO 32" O.C., TAKE BACK TO L�� ,� E.N.E.N. I NEAOER IS DIRECTLY Y SET UNDER DD&TOP WHERE ONLY BE OMITTED SEE (� RIM& 1-ROW TO NAILER.) 2nd TRUSS (MAX. 18" - w 2x BU('G. ( E.N. I 1 4X POST W/PLYWD. /q\ t' PWAX A35F/LTP4 AT 24.O.C.AT PLIS,TO MDR. 16d AT SPACING PLAN I/i / TOTAL OVERHANG). E.N. - EN.OPANEL EDGE \_)( TO MATCH SOLE TRUSSES �T MIN.2X BLK'G.W�ROOF L-24' 1-24• " �.•. CENT.HOP W EN.PER PLAN W i6-16d AT 2X P1TE NAILING PLYWOOD SHTG. _ .,._SIX, - E.N. ROOF EN.Al48 O.C. (18}-Bd ( ) ` .oe4 / E.N. - tCOMMONS KING-STUD. ZX TRIMMER TO KING- Ab DTl t6d's COLNM01N5 STUD WHERE CURB LENGTH 5 AT MINIMUM. N ,4 RAFTER. LEDGER OR TRUSS (1)-SAP.CS-16 ;� WX.1-1 2.71NIG(StOM DIRECTLY OVER W�/EL CONTINUOUS 1-1�4' � / 1 4'O.C. I TOP CHORD W/16d AT I OMER PLYWOOD I ! S.L OR 1-3/4 "UNDER E RULER BLK'G. TRUSS MANUF. TO TRUSS MANUF. TO 2 SEE y' 8"O.C.• R EACH AND :,i i = FOR FR. LVL / UNDER SHEAR WALL(S) DESIGN GABLE END I ACCOUNT FOR TRUSS TO RESIST - 3"O.C. 3-ifid PER EACH STUD. -•� (OV SNIP.WOOD � ST6224 W/t0-r,4'TEK SELF TAPPING V� %A35 PER BLK'G WHERE S P.N. SHEAR LOAD � i-,CHORD IN DESIGN. } RIM ttl------,FIE PLAN �'3 i. NOTCHED TOP . ' ' t j OVER PLYWOOD $CREWS Ni0 CE)rtER SUMP AT JOINT. SAP.A35F --ENr OMIT WHERE NAG CUR. INDICATED ON PLANS 3 2"O.C. CUT HEAR MATERIAL C. OT- - __-- 0 48'O.CI 2X NAILERR WHE MIN. MIN. 1500 LBS. i tI 7YP 2X4 FLAT I . . �. PANEL --------------fit / I - -41+- }--- AT TO PANEL SQE PER PUN _ 3-f2 WIDE RIM IS USED& ?' MN.4X POST WITH A35F/LTP4 .132'E: > - -WHERE OCCURS. _ _ TOP 2• ) �. SLOT-CUT I -- AT 10P&BOTT.AT EACH SIDE NSTALL PER - PROVIDE ST6236 TO ADJOINING E-N PLATES IMP. BLX'G. S --+ FLOOR SHi'G. i HARDY � L N - LL (OR BM.) APPLY LTO LEDGER AS AS PLYWOOD ROOF Slrt'G. ( AS REO'D. Y i SDS 1 4 ( ) SPECS.& SAID WALL RIM(S). U.N.O. SEE PUNS.) .. r_- "-, I •\ t' /"ON.aW00D YSC Rb TO SHOWN. E.N. .� I'' t BE FNRD RAMIE ICBO PFC-5�2 /' TOP PLATES(OR BEAU) TO TOP SIMP. A35F• Mk 14 ALL PLAN t� E.N PLATES. �ay�` Imo` SCREWS PER EACH HARDT MIN. 1-1 I O 48"O.C. CALE) (NOT TO SCALE I It i WN. 2x BlK'G. W ROOF :: =t- �'•+ PANEL SL1f15 MUST HIVE YN.3'PENETRATION /2"BEARING LENGTH I E.N 1 SEE D - I� ��?� i ROW OF 166 S.P.N.AT " (NOT 70 S ) r- -, I i ROOF EN.AT 48f0.C. - _ ... I INTO HMAUER/REAM. ( :T � � PUN. E N. (� DTL A35F SPACING i DTl L t I E.N. yR, I 1 RVF'TER.LEDGER OR TRUSS AWRAP 5 O•p L-24. iLUSN FLOOR CAM WPAP StRAP -1 .-t. d,. NSGIl PANEL WITH 7/8"/ On- DIAMETER - b O.C. IN-LIEU OF SHEAR �iT Co - TOP CHORD W i6d AT AS REO'O. L�24" '•* -A HOEDOWN ANCHOR BOLTS 1 7 8►A9. EN I WALL SCHEDULE S.P.N. 1 32"O.C. OTL A35F SPACING < -(L 2X�1 M75 AND PLYWOOD WY ( ) u2) I _\} / (18)-ed COMYONf PROVIDE(2)-H2.5 AT (18)� OVER MN.2X P.T.O.F.MUD- WHERE SHEAR M4TERUlI �� cc 1'-6"t 4-6 t I -�- 6"O.C.•TO BLK'G.AND EACH BEARING END ABU TYPE SAL(SEE T INSTALL AB. �, i IS NAPPED f4"OVER RIM. i W G ABA 2 16"D.C. �//�� 1 32" O.C. 8E REPLACED BY RILL FIEIGNIi 1 NAILS .C. NAI 6"O. 3-TBd PER I SEE 3-160 PER EACH SfUO. SWM �POSi BISE PANEL W/ 1-1/$"6 HOLpONFI A.B.0/CONCRETE EN. I 3 ! /t ,� SFUPED BIOCxING. SURFACE(USE ADKISONG NUT&WASHER UNDER ALL 2'-0•t 6-0 3 EACH STUD ALTERNATE+ � � . E M41EttE 2 NA O " O.C. NAI L-I- -� PIAN 8A►E 9DE 9FEAR WE BaaC DETAIL SEE B ALTERNATE OOVERRL4L ISWUPPEDS 335 12'O.C. LE.N N LLOCATO 2 16"O.C. U O O RILE BAPO DETAIL PANEL 1-1/2'DRY-PACK IS USED.) �� E.N. 4 B"D.C. \ 3 12' D.C. "` F',:0° i%3� FOR RE16 NOT 91DWN FlX+IRIS NOr SHIOWN x• ::.( NOTE- OVER PoN. PROVIDE A35F w V SCREWS APROJIOE i ff SELF-TAPPING PAN-HEAD lEK AT 48'O.C. FOR NON- LTP4 MAY BE USED W-LIEU ��l_ - 4 8" O.C. (YN.4)10 ADJOIDW WOOD. i, SHEAR SEGMENTS. U_N.O. OF A35F. _ Q Q 20 SNAPSON CS-16 DRAG TE AT HP 16 RAFTER/LEDGER/TRUSS ADJACENT TO WALL 12 2ND FLOOR HOEDOWN STRAP 10 HARDY PANEL AT GARAGE FRONT (CORNER) 6 PERPENDICULAR FNMA TO WALL 2 GABLE END TRUSS TO WALL U U D.F. 112 f'L�T LOOKOUTS. 2x ROOF (2)-16d's 0 2. BLK'G, L-2'-6"' TRUSS W ROOF E.N. ENTIRE RAFTER PLYWOOD ¢ a _ 2x4 O 24 O.C. OR 2x6 O BLK'G SHT'G �A,. END OF / 2x BLK'G. 2X STUD W/PLYWOOD - W/(2)-ROWS OF 16d LENGTH. TRUSS MANUF. TO /----- 32" O.C. TAKE BACK 70 L001(DUT SHTG ((1/4"t GAP EN.•PANEL T EQUAL EQUAL ROOF TRUSS MANUF.TO cc �cc 2nd RAFf'ER ((MAX. 18" NAILS 0 6 O.C. DESIGN TRUSS TO RESIST ALLOWED) T DESIGN TRUSS TO TOTAL OVERHANG). SOtLD _ (STAGGERED) SHEAR LOAD INDICATED /� 10P PLATES SHT'G. W Q - L SHAPED 2x 1 4%POST w/PLYWOOD 2 I OR BEAM) RESIST SHEAR SHIN UNDER EA. LOOKOt17. - ON PLANS (MEN. 1500 lBS). E.N. BLK'G W/ - LL 16d NAILS O E.N. L-24' E.N.0 PANEL EDGE ON PLAN INDICATED N E.N.. y L8)-B Q SIMPSON W 9" O.C! \ (18)-8d (18)-Bd - E.N. NOTE. OFFSET' ST6224• \ / �- COMMONS _ S DROP BFIW LA �ff Oi8 OC.• (MIN. 1500 LBS). O J E (t)-�PL STRAP JOIST PER PUN I I ASS OF OP BE�� AFTER ROOF TRUSS FROM wALL. _Z W O U NAILS O \� E 8 O.C.• SWPsON AND REAM. %AFTER ROOF TOP PLATES TOP PLATES SIMP$ON " (2)-SIMP CS-16 STRAPS ST6224• 5 LO4DtD, I_ W U " TRIMMER OR WN SIMP.A35 V, IS LOADED (� BEAM) - d OVER PLYWOOD 1 (MST138•) DTL (OR BEAM) y A35 O -,F-- POST PER I L BER ALL i--AFTER ROOT Y WAOL�L DO DOWN -t_- .ap SEE E 48" C. -1--- -.)-- PLAN t Si6236 MST149 LOADED. W J Q, G 3/4'3 FROM TOP NOTCH JOIST i�L STUD (� SLOT-CUT FLOOR 2 NST48 NSTI60IS OF PUN V� r� WALL SHFb.AS Rw D, - RAf UNLOADED FOR LOOKOUTS. ✓� - - 3 MST6p MSTI72 EX PROVIDE DOUBLE FULL HT, ''E'N' - ALL OU!'O. NM.,/2 6"WIDE YWO. J� EQUAL EQUAL 4 M5T72 NA // 2.TOP PLATES . 2x STUD$ 2x BLK'G DTL 16d's A35's H1's caND 0 SNN 9ACKNG(TO� {SHIM 2. -- AT SHEAR WALL SEE PUN BALLOON -mot E.N. PO I - ----� uSTA36 OR 1 x36'w/ 2x BLK'G. //SEE iOCATKXN ONLY. a FRAMED i iNlLL 4X BLK'G. 1 8"O.C. 32 O.C. 32' O.C. ) �_ I 5 1Sd z 1-tG Y W i6db / - 2 6. O.C. 24" O.C. 24" O.C. --� OBL TOP PLATES �-,W W � L O 9'O.0 /OTL 16d's ' E.N. LAN 2X BLK'G. DTL STRAP BlX'G LENGTH _ <- n z I / P z A35Fs A35F MAY BE OMITTED 1 SF6236 l 3 4' O.C. 16 O.C. 16" O.C. \�\ �Ia Ads O(2EACH \,\ i��; JOIST PER PLAN /pOB�L TOP PLATES � / DTL A35 SPACING 16d SPACING o 32' O.C. WHERE SHEAR MATERIAL E.N 3-O• `- �M) 1 32"O.C. 6'O.C. IS LAPPED d:4.OVER-tea,-' �� 2 MST48 4'-0" SIMPSON 4 3" O.C. 12. O.C. 12. O.C. ep 2 4" O.C. 16" O.C. RIM. PROVIDE A35F AT F H1 O B0Tf.5: L.-II Y 4- (ONE TSTORAP COND. - EN tx i0P PLATE : 3 3" NON-SHEAR SEGMENTS. 3 MST60 5' 0" 48" D.C.- I.ONLY ONE CONDITION REO'D. PER WALL --- +-- OR W 3-A35Fa) F - -.- (THIS COND. ONLY) 2 16"O.C. 4'O.C. O.C. 12"O.C. INSTALL HDR. /O � 4 MSTA36 2' 6" (IF REQ'D. 2.PROVIDE SIMP. H2.6 WHERE RAFT. 5 L-24' O EACH END TO INSTALL 3 12'O.C. 3"O.C. (MIN.4xt0) L-24 -J 2x BLK-G. W/ 4 2" O.C. 8' O.C. , NEXT TO WALE OR WHERE N7 CAN NOT IRECTLYTRIMM I SIMPSON E.N. & 18d's 4 B"O.C. 2.O.C, g SIMP. A35F x-SECTION x-sEcnoN (16)-8d K-STUD (uIN 4x10 NOTE-OMIT BILK"G.O MULTIPLE TRUSSES � BE INSTALLED. COMMONS 9E^LEO'N Y WRAP STRAP 0) (18)-fid p ) POST EPER ST6224• ,...e O 48 D.G,• , OFFSET GOND 3.IF H1 IS NOT USED, PROVIDE H2.5 0 PLC. COMMONS BELOW PLTS. 48.O.C.WHERE OVERHANG EXCEEDS 18". MIN.2x STUp W/PLYWD. _ PUN (MST 6.) - AFTER ROOF - E.N.(PER CONDITION) f� - LS,L440ED �''��. 21 BALLOON FRAME WALL 17 TRUSS TO WALL DRAG 13 RAFTER TO WALL CONNECTION WE:N4(P O T W/oH)D' 7 DROP/FLUSH BEAM DRAG TIE � _F IAT STACKING WALL$ 3 SHEAR "INTERIOR WALL. x „SHAPED 2% BLK'G. CONTINUE PLYWD. W,(O.0 & tGI O-- /--�SHT'G. UNDER f----'1' JOIST BLK'G. 3 EQUAL EQUAL TOP yid; D WALL 6 O.C. TO GIRDER / CALIF. FRAMING PIYWD. SHT'G. SIMPSON CS-16 OFFSET/RETROFIT _ 4X POST W/PLYWOOD PLATES STRAP MAY BE INSTAELED AT TOP (WHERE OCCURS)'.' ° PROVIDE(2) ROWS OF SOLE ,ten TRUSS _ 1 ENVNEER W/ IOd NAILS CONDITION UNb qT 6"O.C.. "•�( E.N. ) E.N �PLYWD. SHT'G. ,���-2X4 BLK'G.4 W/ TES W/ E.N.0 PANEL EDGE I s�vNErs[PTD�P TOP PLATES S AGGERED.U.N.O. (1-ROW TO D.J. 16db O 6 O.C. COMMONS _ _ a.)- RUSH W/TOP OF BEAM. "SEE s,RW& t-ROW?0 NAILER.) PRINCIPAL VCONTINUOUS LLEY UPAD YVRH "I" JOIST \� �- 16d AT SPACING PLAN I I (2)-16d AT EACH 9LK' SIMPSON G 1 SIMP. ST6224 - :..PLYWOOD SHT'G FLUSH t / = PLYWOOD WS 158 DDEEP JSTS. ��4 • D� TO EINAIILIING BLDG. R.O.K. ate.. I ,N TRUSS. 1 � � E.N. PLYWD. SHT'G. �3 I ST6236 HSA41 V.4 ' I v, SIMPSON CS-16 -�F- M W - EN. IG• 08 13 2001 - W/ 10d NAILS - --- FULL HT.STUD 2 M$T48 HS450 CONTINUOUS 1-1l4' ` PROVIDE CONT. 2X NAILER PLOT DATE MAX. 24" S0. 9•JOISTS SLOT-CUT FLOOR AT EACH SIDE- 3 IAST60 HSA59 T.S.L.OR 1-3/4 I I UNDER$HEAR WALL(S) 10 04 2001 OPENING IN SITYG. - SM'G.AS REO'D. I FOR VENTILATION. E.N. i W 16d AT LV.L RIY 2x BLK'G. OR I - POST OR MULTI- 4 MST72 NSA59 BLOCK AND E.N. 1 O.C. JOB LET-INT NAILER I ALL EDGES. - ..� 'i' .O NAIL Vz 6'WIDE PLYWD. (STAGGERED) STUD PER PLAN SIMP,A35F EA 11 ,'H A35 AT 24"O.C.WHERE S.P.N. 07011-OPTION E0786� PER TRUSS i - OM. ai HONES SHIM W/2. ) IS 2"OR WHERE LAGS OCCUR. J { 4 -__ I I � �r O 48"O.C.• IT 2x NAILER WHERE MIN. ARCHITECTS JOB No. 80 i+F- I _ •_sW BACKING(TO KEEP EQUAL EQAL �>. ,P /?i _ 3-PROVIDE WIDE 6 6 USED& ' MANUF. W E.N. �- STRAP SIRAIGHO MIN. (8-16d AT EACH �T�TOP 16d O 6 O.C.( ( )) PROVIDE Sf6236 TO ADJOINING CODE I E N. , 2• B. _ STUD Tb BEAM. PROVIDE :/; PLATES SPUD WALL RIM(S),U.N.O.SEE PLANS.) 1997 UBC TRUSS I ! TYP. Fl� PLYWOOD SHIM WHERE REO'D. _DESIGN O�jRDER TO �\ f P TYP. I DBL TOP PLATES TAT WDTTCH ANp/OR _ - PLAN TOP PLATES(OR BEAM) 1 79 50 t, 2 do 3 TRUSS TO RES{S7E.N. i TOP TYP. •FTYP-.,k --- ,Y -I= - �.W/(4)-AJSF's 0 EACH SMnPOST OR LTM t ROW OF 16d S.P.N.AT DESIGN A2" "I•JOIST BLK'G. E LAL E UAL O.C. OLIEU OF SHEARSHEAR LOAD I - END TO K-STUDS.WRAP 1 A35F SPACING SEISMIC ZONE 4 EN - (6 D INDICATED ON PLANS. I E. 1 PLATES SDLW O Hdt.AS REOD. 4: +- PLAN EJL .� WALL SCHEDULE S.P.N. t 32•Q.C. WIND 70 mph (INN. 1,500 lBS). I EQUAL INSTALL" aj. I WHERE SHEAR MATERIAL i W/lod dRECAY _ ��-Fuu.Hi.srW 1S NAPPED t4.OVER RIM. 2 16,D.C. WIND EXP. "C" PETRUSS PTA 1 (HANM J'-0'f N.TS. 9'-0•t N.i.S. 3'-0"t N.T.S. 9'-0't N.ts. �tSW MN.4x POST 11 AT EACH SIDE W/ E k (PER CONDITION) 16d AT 12'O.C. / OMIT A35F WHERE$HEAR J 12'O.C. SHEET MATER14L IS LAPPED t4• .xn)• ALL�tlOmQy - - - - W PU71'D.EN.O OVER RIM. PROVIDE A35F WALLS SYP.SA38•. � (STAGGERED) .. E!L AT 48-O.C. FOR NON- LTP4 WAY BE USED W-UEU TACKING -- -22 STUBBED TRUSS TO GIRDER TRUSS 18 SIMPSON CS-16 DRAG TE 14 SIMPSON CS-16 DRAG TIE SHEAR SEGMENTS,U.N.O. OF AJSF. 2ND FLOOR HOLDOWN STRAP 11 8 PLATE TIIE PARALLEL RNA T� WALL SD1 AT DROP/FLUSH/RAISED BEAM 4 PAR RM DN ..'.:•... :.... EXCEPTION:DECK) ",,{ STRAP LENGTH TO MATCH SHEAR WALL .: SIMP. MSTA36 O -SHAPED 2X BLK'G. L�AMFR Gqp. WIN. 4X POSE'W/E.N. LENGTH AS INDICATED ON PLANS 48" D.C. MO. W SIMP. A35 O (2-DEEPER THAN INTERSECTING H2.5 O 48" O.C., SLOT-CUT EXTERIOR PER NTEFICR COM V. PERPENDICULAR WALL)WITH PLYWOOD FLOOR 4b• O.C.• ALYWD., WHERE OCCURS P E„ FINISH SITYG. OVER 2X OR s { I - A35F AT �HOLDOWN PER PUN 4�2 \�'y( SHAPED 2X - a 2X HORIZ. BLK'G. I-JOIST PER PLAN m 72'O.C. TRUSS JACKS W/ i LEDGER/BLK.G (a)-76d NAILS E N C---OR TOP PLATES r E.N. U.N.O. O 'LUS' TYPE HANGERS E•N W/16d O 8 O.C. T EACH LAP _ WHERE OCCURS SIMP. LSSU 12 LAP 2' (48' O.C.)HOR. \ / TYPE HANGER ,V `y' E.N. EN X BLK'G. SOW 2x, 1-3/4-2)-CONY. MN. 4x4 POST 2x BLK'G\ / T.S.L RIM J IMP. CS16 I TRUSS W E.N. SEE PLYWOOD SHEAR - PLYWD. 2 �• STUD$ L.Y.L, IM 1-i/4'_ , AND BACKERW/8d NAILS. E.N. MATERIAL SEE PWI SEEWS%1Pfid�A1X4 O.C. E.N. E.N. SHTG E N. - 3" j 9LOCKING MATCH SHEAR SEE X WIN WALL WUL + TOP PLATES ptµ W/ / ELASTOMER� DECKING4x ACINGIM (OR BEAM) PU /E.N. I �¢ 0/ PLYWD. SHTG. '' \BLK'G (3)-2X SILL (STRAP / PLAN S EDGE CONDRIONS 1 '. {iPT'" SOLID 2x, 1-3/4- LV.L. OR ci! - /11 \Typ, AT LOWER PIECES) / :\ LOAN. 4X POST W E.N. 2X STUD W/ I 1-1/4' T.S. _LEDGER CONT. 2X LEDGER / ROWS OF 1/ LAG / \ I 2'DEEPER THAN INTERSECTING E.N. d•A35F Erl E.N. E.N. ) 6 W/ (4)-i 8d's / I j BOLTS O 1 O.C. (WIPER - 2+ HOEDOWN PENDICULAR WALL)WITH AT 12"O.C. i 8' 6' 6• - - VERTICAL O 6" STRAP �HOLDOWN STRAP PER PLAN U.N.O. 'I) ��,'F I �1 i ( �) I STUD OVER FINISH. PRE-DRILL _J O.C. (t) NAIL AT —\ CONT. 1-1/4' T.S_IL �I HOLES AND FILL SOLID WITH EACH PLATE AND E.H. / ----� OR t-3//4 L.V.L. RIM C.J. SEALANT PRIOR TO ATTACHMENT. i x I I '?^ (2) NAILS AT BLK'G. E.N. c BLL u W/INVERTED I - ! �} 1 HANGEER ED lUS ns DEPTH OF DECKTOdasT.SN'E o- / E.N._ _• �T 1�: EN. E.N.' I DROP 2X8 LEDGER POCKET TRUSS to (7 FILMI/x' / 2x 8 .6 W 16d �/ TYP i i Y SEE V i }K / BM. -rT - -- REFER TO DETAIL DTL A35's PLYWOOD SHEAR _/{ I - F\ AT B O.C. PER3TRU�S TO 2X OR I-JOIST AT DECK W/ x MATERIAL SEE PLAN MN. 4X4 POS I LUS OR IUT TYPE HNGRS. SHEAR MATERIAL • FOR'wT' SpX t 24" O.C. W/ E.N.AND I I au. I 'I'FOIST BLK'G, W/(3)- RESPECTIVELY. SLOPE D.J. TOP PLATES PER PUN, TYP. ' CONNECTIONS. 2 12' O.C. I-(QIF; t,� HOEDOWN SEE PLAN ' I ' + ,.mow p l 1 Od s PER BLK'G. 1/4• PER FT. TO PROVIDE (OR BEAM) FLIENATION MCREASE LENGTH OF UCS 1. SIMPSON LTP4 MAY BE USED w—UEU OF A35F. „L D / POSITIVE DRAINAGE, SEE PLAN PROPORr10HALLr wNERE 2. PLYWOOD SHEAR MRERMI WAY BE APPLIED ONTO OPPOSItE SIDE OF SR1D WALL TH&OKER LEDGER W, USED. z is m— - -— isiov 20 SHEAR WALL OPENING DETAIL W/ (2)-CS16 16 RAFTER TO TRUSS CONNECTION 13 COMMON HOLDOWN AT ADJACENT WALLS 9 CEILING SHEAR TRANSFER AT CANT. F.J. 5 TRUSS/RAFTER @ POCKET BEAM 1 LEDGER TIE AT OPTIONAL DECK MMPEADa PLAN (FLOOR 1 PUN (FRAMING) STRAP }V4'WDE STTiAP 2-i/18'WIDE 9 SHAPED 2. LEDGER (��,"� H2.5 O 48" O.C. TRUSS TAIL W - SEE - EN PLYWOOD ROOF CONY. 2X6 HANDRAIL CAPS W/16d O 4" O.C. PLANI/M �� SLOT-CUT PLYNOCCURS. SIMP. CS16 STRAP (W'HR SHTG. WHERE OCCURS. ) W 8d OR 10dHOLES(WHERE OCCURS ," C CURVED NAILS O 5' O.C_ I' �� SHAPED SOLD F� PENETRATIONS SHALL SHALL (SOLID) MIN. 4X4 POST - D.F. LARCH_ _ I X BLK'G. SHAPED 2X BLK'G. S E N. 2. BLX'G. (MAX. SPACING 5'-0"O.C.) BE FILLED SOLD W/ I 1 I I I I Ii �i� I EN r� I� i - Ll EQ. EQ. Y I W 16d O 6'D.C.- BEAMS SEALANT PRIOR TO BEAMS PER PLAN. ALT.: PANEL BLX'G. ' I ' ATTACHMENT. E 2 G. ( 11 UAO P4 ( i6d81UwL5 O --r-HEADER, SEE PLAN -� DER TRUSS MANUF. / i INSTALL VENTS AT I - DESIGN FOR 180 PLF•). 1 PICKET/BALUSTER DETAILING ACING StGLL r/LOT BE GREATER iE4 M 76'O.C. •_ CHORDS C S.. r I '~ ENCLOSED DECK AREA A SOUO t-3 4'TS.L L.V.L FILLER BLK'G. � � I. PER W/(1)-A35 PER EACH BLK'G.TO RIM. ,� __ TRUSS JACKS. I� i { ! i2- T \ N. __ 6'D.C.- USE WOOD SCREWS PER ARCH DWGS E (ALX 1 BLK'G W OPPOSNJG I-JOIST. / I 'I� "4�--- `. EN. SIMPSON HI FOR ALL D SCEC710N5. $P MSTA24 +c- -VERT. STRAP AT HDR. =-ST6224• ----�-� FOR 2X LEDGER. Kz� St ♦ / } EQ. TO 2-2% OR 4X E�Q N 2X SOLE PET. 2X. AT EA.TRUSS 1/2' DIL OREXTEND PLYWOOD FLOOR SHTG. POST, SEE CHART (MAY USE LUS24 '�� I SELIIQtl i3UC'G. EN. ``> ELASTOMERIC DECKING STD. BOL75 ORI SIMPSON CS46X24-WITH CONTINUOUSLY FROM CURVED RIM BELOW HANGERS AND E N e e\\ A RUN TO PLYWD. SHTG. CARRIAGE BOLTSIOd NAILS. CENTER STRAP TO 16'PAST RIM TOWARD I-JST. ELIMINATE LEDGER <-SM. PER PLAN `1 TOP PLATES /OVER RMI. ! * AT BEAM ONLY). 7 I III\. 2'-0'AT 2'-O'AT �' iI ) SEE PUN (OR BEAM) / ) E.N. �- I d 'A ' " I� Y TOP PLTS. T'G. TO MATCH W STANDARD M. E N_ N. 2X FLAT BLK'G. I II - -- DIA WASHER MN Y WIDE SOUR AT PLYWOOD. I it ` - E 0 MAIN F.J. WASHER OVER 2" "ARCH-RITE'AT RADIUS JIXNT T - { I SQUARE PLT. WASHER RNA W/(4)-16d END `FULL WIDiH BEARING POST. SEE PLAN r `�V, Ij - 'I ' "E.N � W/ DECK B x (ALT.: 2"X2"X3/i6' ) EACH 5�' ( �� FRIEZE BLK'G. TOP NAILS AT BLX'G I I-JOIST W/ "LUS' ^E N.- I I ,�, � i 1 � >< (/� EAM U.N.O. PROVIDE(1) A35 '�� 1YPE DTL STRAP ALT. STRAP - - III EN. ' 1 , TO G. E.N.�1 Q W AT EACH END OF CURVED 'ITT' POSTS OR MULT. 2X' i , RNA TO RNA BEAM. I HNGRS. PER PLAN 1 MSTA24 (1)-CS16X24" I SPUDS. j BLK'G. SC I i I 12X SOLD BLK'G.W/ C 16' MAX. L 2 ST6224 (2)-CS16X24' CONT. 2X LEDGER % ''� II. I E�--I DTL i6d's PANEL BLKG. ,1 IL—,(pL)-A35(ALT.:TO OP 1, W � O 16d O 4" O.C. O BIA MIN. x4 S IDS $ gLK'C. PER TRUSS NO PLYWOOD F100R SECTION A' 3 MSTA36 (1)-CS16X36" CONDITION AND (4)16d � O 163 O.C. ti 1 4'O.C. 270 PLF I ' �, �� 4 4 ST6236 (2)-CS16X36" PER STUD O WALL COND. .-3` 1- � `; MANUF. DESIGN FOR STUCCO 0/ EXP. FLUSH - IS PERM D 2'-0- 2'_p• E.N. 180 PLF'). /r J Z METAL LATH BEAM 6L Q Q 21 SOLD BLOCKNG AT CURVED FLOOR 17 BEAM / WADER TO POST TIE DOWN 14 TRUSS TO WALLIBEAM 10 BUILT-UP WOOD COLUMN 6 STUB TRUSS TO WALL CONNECTION 2 DECK HANDRAIL POST CONNECTION W U Q IMP. ST6236 EQUAL EQUAL FLUSH BEAM COrDfTpN DROP BEAM CO►DITION _.. Q _ ($$MAY BE PLACED -�- -.,tom STRAP LENGTH TO MATCH SHEAR WALL BEAMS). SOE OF I SHIM AS REQ'D. }-- MIN. 4X6 POST - -_ -- SIMP. CS16 STRAP LENGTH AS NpGTED ON PLANS 'r DECK. SM. 1/2' DIA. X 5' W O Q 0 / —AT PANEL EDGE W/8d OR 10d ��i PERUN Q -�--(2)-SiMPSON MST48 NAILS O 5 O.C. I r--�'T,"'_��" �� P PLYWOOD EQUAL I ��— 4� =^ W/45HERDA UT O (J z U E.N. SIMP. CPER PLAN I j EQUAL BEAMS PER PLAN. \ ~ / I! - - W O `- - (2)-SIMPSON MST60 666' I t A' AV / I tiCOHTiNU05U5 HDR. AV // y, O _ W 0 • _ '' _ 'I' I j SIMP CS16 \ 1' / _SIMP. CC CAP Y c TRUSS w/6d rolls. v ,I / (Ecc o coRNER) _.l Q U O E.N. - / MIN. 1-1/2' I I I•I MATCH SHEAR I 'I - C _ W J (� .� RAFTER SLOT-CUT FLOOR I \ / I NOTCH BELOW OAP SOLD RIM W/ 2X. \ / A35 O EA. EQUAL SHTG.AS REO'D. ---- 1-1/2'B4C ER BLK'G. —� ',./ Il WALL NAIL 16d's O 1, RAFTER BAY SIMP. STE O ON NOTCH LARGER ' —FLUSH BEAM PER PUN J I 2x EACH SIDE OF 'N SPACING �, 1 4" O.C.-- —� BEAMS. 8M. TO RECEIVE _1 _ \BLK G - ( _ SMALLER SM. o' / \TYP TOP ' (2)-2X SILL STRAP / - (OR BEAMS °J° WRAP STRAP AS RE D. � __. Nj / I, \ TI�,: AT LOWERIPIECE) 2'-0'AT _.. ..._. �' (DO NOT CUT STRAP EA. BM. T'�''--"•'�~ TYPICAL - --� MIN 4X DIAGONAL z SIMP. CC _� S EQUAL >i / ( \ li 1 / j A I KNEE BRACE AT I I o PER PLAN / \ it I'I/ \ EACH SIDE OF BEAM f2,5• v1 STUD WALL !GREATER POSTS OR MULT. 2X' / V•6 ix� \ I' _ THAN 6" DROP BEAM PER PLAN '-�� STUDS. BLK'G. �/ E N VERIFY EXISTING �. THE TKIN k PICK - — - MIN. 2x4 STUDS POST PER PLAN 1T/E APPROPRIATE V O 16 D.G. ppNpm011 NOTCH ABOVE CAP PLdtl SHEAR MATERIAL FULL HEIGHT g .,1„ WRAP STRAP AS REO'D. 2'-0' 1 PER PLAN, TYP. KING-POST (OR STUDS) W/ PLYWOOD E.N. (DO NOT CUT STRAP) 14iia is�:'m° TYPICAL 22 DRAG CONNECTION 18 BEAM TO BEAM CONNECTION 11 BUILT-UP WOOD COLUMN 7 SHEAR WALL OPENING DETAIL 3 POST TO BEAM TIF,;,AT DECK { CONY.DBL TOP PLATES WHERE OCCUR.PROVIDE SIMPSON CS-16 2X F,41T.'SDS„ ��A XBLK'G. W/PLYWD. ;^� "ENGINEER - iLd AT 4'O.C.OR A35FJLTP4HE E 24'O.0 AT SEE W/tOd NAILS PER PLAN o STUCCO OR O'PNER �. STACKING WALL CONORgN MEADB4 CC40R10N H2.$O 48"O.C., SLOT-CllT '�-� C SHAPED 2x BLK'G BM. PER PLAN PLATES AND PULES 0 HEADER PROVIDE O 7 TRUSS TAIL W/ PLYWOOD SHi'G. PLYwD.,WHERE OCCURS �y7 SHAPED 2X LEDGER W/ (3)-16d'a TO BM. I I NSTA36 OR CS16X36'PER PET.SPLICE/BRFAK. ,-„I- * - STARTER BOARD- /(� Ll Y 1 OR BLK'G. W/16d .,...� .�,,'JSHEAR.,MATERiAL S4, D.J. / MIN. 4X6 POST__ ( ) / TRUSS JACKS W/ "LUS"TINE �E AT 4'0 C. ' ./ R.O.K. AL CDNT.BEAM AND OR HEADER((SEE PLAN). * WHERE OCCURS // ( -PER COND: ii 1 U.N.O.PB #�: PROVIDE MIN.2-2X PO$i/TRIWIERS AT EACH j AT PANEL EDGE l `' W HWHGERE TRUSS BOTT.RCHORD E N TOP PLATES 6' I! SIDE OF 1MNUF PANEL TRUSS ,-TX BLK'G 3 3- MAX.4-1/2'THICK SHIM DIRECTLY OVER i j I E.N. IS HELD BACK 1-1/2' OR BEAM TYP. h ndn,�1 PANE FOR A TIGHT M. EQUAL EQUAL `�° FOR 2X IEDGER)— EN PROVIDE(2)-ROWS OF PER COND. _ T Aas ry O8 13 2001 _ I i6d SOLE PPLT. NAIUNG 1 / PLOT OATS ST6224 W/10- 1OX3/4'N TEK SELF TAPPING (2)-SN.IPSON MST60 Icy 2x BLK'G -� __� Al 6"O.C., STAGGERED. N 1 E.N. SCREWS INTO PANEL CENTER STPAP AT JOINT. I .N -� WSHAPEDA7X40 C. AAA � �U.N.O _ OPTK)N GONE JOB 1 E.N.I SDS 1//4'DM.WOOD SCREWS TO BE SUPPLIED ( SIMPSON H1 _ . BT HARDYPERF� ='t�"�• r U.N.0 P6 O 24' O.C. Jo H / \ - T. PER 0701-0786 ' FRAME MANUF. MIN 14 SCREWS K. 16d S.P.N. O 4' / 6Eq 1 rt�—� PLAN E SCREWS CODE /EN. 4 Ir E N. EN dPDgfRlTgnrr�11FPDf7t ARCHITECTS JOB NO MUST HAVE MIN. -- l h �+ - WHA-01 80 1 SIMPSON LSTA24 WADER/BEAM. SLOT-CUT FI-OOR O.C. STAGGERED 1 ---- SHTG.AS REQ'D. `� _ O 48" O.C. I HAW PANEL(SIZE PER pLµS)) yQTE• MIN. 1-1/2"SOUD / E.N 2X4 CRIPPLES O \ � I I �1 -� � r TYP. PROVIDE ZX WEER W/`J8%T INSTALL PER PoM W i-1 2'BACKER 3, ` -�� 16" O.C. ALT. / 1997 UBC APpgLG / / ( _ RAFT - PAN-H AD TEX T 18' HARpY PANE r l N PLYWOOD SHTG. 2%4 FLAT TRUSS // p,9 8 t N.T.S. 9'-0't N.T.S.PROVIDE SHIM PAN-HEAD TEK AT 18'O.C. r�--TOP PLATES -"'C 4'_ • • T N0. L07 N0. SPECS.k - j PER TRUSS MANUF.) 1 - (HOC ) 2X BLK'G. W/ i T 19750-1 3 O STRAP E1CM SDE LOP KBO PFC-S342 'F ♦ "ti -----u�.o. 16d AT 1"O.C. / TEN AM ATI MIN. 9-1 2"DEEP S.L.T. DESIGN CRITERIA k BOTt.TO BM./SILL AS SHOWN HEADER UNDER PLATES �'� GIRDET2 TRUSS, OR ��- � jam` �� " �I i i-+ i � SEISMIC ZONE 4 .$--t \ 'i - /' COMA. 1-1/4" ` M NAB BOLTS DLL. pAMETER EQUAL EOUL BEAM PER PLAN % E.N I ,r 1 I T.S.L. OR 1-3 4' ) 16 D.C. WIND 70 mph _MIN. 4X6 POST I " ) LV.L PoM / ( —I DLL AT PLATES/BM. AT WALL BLK'G- W4ND EXP. "C" SIMP. TFLA2t3 +Al - 2X LADDER BLK'G. ��' J t 3'-0'i 6-0't « OVER CONT.AN.2X P.T.D.F. i 7 8 s AB. BELOW ° 1 u I \ E �, / NAI 3' .C. NAIL O 6" $HEFT HANGERS U.N.O. MUO-SILL(SEE 1A61E) 2 1-i B►AB. / O 16" O.C. W ( ) INSTALL PANEL WOV 1-ONCR HDIS SURFACE. ANCHOR WRAP STRAP AS RE D. 'LU524" HNGRS. —c`l 1� I a 'ems I \ I / 2'-0't 4'-0 t BOLLS DIRECTLY OVER CONCRETE SURFACE.(USE DO NOT CUT STRAP (2)-16d S.P.N. PER �' ( ( , �) \ !YL DDROP/ 2NAILS 0 D.C. NAI "STING NUt h WASHER UNDER PANE M RE E91,51 BLK'G. \ D , K 1-1/2'TI DRY-PACK IS USED. R:de — - -- �y SD2 23 RAFTER TO BEAM CONNECTION 19 HARDY PANEL AT CONTINUOUS BEAM/HEADER 15 1 2ND FLOOR HOLDOWN STRAP 12 DORMER CONNECTION 8 CEILING SHEAR TRANSFER AT RAISED BEAM 4 SIMPSON CS-16 DRAG TIE QGe 4 _ LENGTH AS ON - SW Nt MDR.LENGTH TO MUCH SHEAR WALL ((y) Nj,IrF INDICATED PLANS ( { ( LTP4 AT DOUBLE TOP PLATES W/ MDR.TO 16d AT 4'O.C..UN.O. n + I I f OVER PLYWD. (PflOGRESSK NAIJNG) c M i % .� E.N. CONTINUOUS HDR. \- [ ) k ffi SIMPSON EN STB OVEROVER PLYWOODG. \ / �rA�� z CL C S3 -=------------I--------------- --------------- -------------- ------- I ---. --h- MATCH EAR E \\\ / E CS16 W 8d NAAILLSS. N. \\ // g -------I------ ------------ ------------ --'-------- I ! } NAIL SPACING WALL { I I 1 BIJ('G. (2)-2X SILL STRAP .a • 1 ; j I \TK AT LAWER PIESCE) 1 I Ia 8 cJ n jf I I E.N. SHEAR MATERIAL POST W//E.N. 21 17 13 9 Gc PER PUN, M. SEE PLMI , 5 1 SHEAR WALL OPENING DETAL STUD WALL PROVIDE(2)-ROWS OF SOLE - I + (WHERE OCCURS) PLT. NUUNG AT 6'O.C., { I 1 SEE SIT 1�IIOW TO NAIUR) � i { { I I PLAN - • I PLYWOOD SHT'G. E.N PROVIDE CONT. 2X NAILER i I I '➢� �•`c--}-UNDER SHFAR WALLS) " � W/16d AT 8'O.C. I " I 1-1 4' / RAI W/ loch O I I I CONTNUOUS 1'JOIST } --------------1------------ ------------V-------------- -- I MIN. / SOLID RIM W ,\ 6'D.C. ONE i-------------- _---------------------------- --------------1------------- ARE REOIHRE'D.C. ``�E, ( Silk) " ! 1 W/16d O 4"O.C.TO TOP PLATES(OR BEAM) I { BLX G.ADD A35 0 24' . SEE O.C.WHERE LAGS ARE PLAN WALL - I I i INDICATED. I i I I CHART C SEE OIL NUL SPACING Q V' I { ! 1 1 6.O.C.(ONE SIDE) W cr 0 2 4-1/2'O.C. (ONE SIDE) U O 3 6'O.C. (TWO STOP r xw WM 4 4-1/2'O.C.(IWO SIDE) Ll Q Q q 22 18 14 10 6 2 I-JOIST RM PARALLEL TO WALL LLI W � a _ 1 F{••••,•`.••• SHAPED 2X BLK'G. (o EAVE) W O Q p OR BOTTOM CHORD (O GABLE) � 0 jI 1 LOCATE LASS AT EDGES OF O J Z Q 1 E•N FIREPLACE STACK. USE 2X (FIAT) U SCAB. L=4'-O', W/l6d O Z W 1 I { O.C. O OFFSET CONE. � _ i I AT GABLES J Y V fZ I LOCATE 2X BLX'G. AT EDGES OF -FIREPLACE STACK FOR TWO Q O { I { TRUSS BAYS. LLI .J � Z { I �. ,��•.: ------'---- --I--------'------ --------------I------------ 1--------------- --------------i-------------- --------------I-------------- SIMP. MSTA36 1 I i I I { TOP PLATES AND/OR TRUSS TOP R CHORD (OR PER CDND.). i I I 1 I 1 STUDR PI.PRbVIOE)3/8 GL Ek YWD. •0 CAP O PLATE LINE - 1 1 I I I FIREPLACE STUDS TO RUN FULL a I HEIGHT FROM FOUNDATION (ONE { STORY) OR FULL HEIGHT FROM g 2nd FLOOR LEVEL (70 STORY). MAX. SPACING - 166 O.C. 23 18 15 11 7 �- 3 FIREPLACE TO PLATE BRACING W 2x4 STUDS d"''' h'' ' ,ALIGN RAFT./TRUSS �� 1 I I O 78' O.C. FNDER P IREPLACEARAW La LL5.i.C- ENGINEER I D.J. s> R.O.K. _ i E.N. INN• oe�r'o ^rh 08 13 2001A TE 6, a e` 10 04 02001 I { Isps AROUND OFnON ONE JOB NO. ENTIREv� I I STACK V I 0701-0786 -------------t-------------- --------------I-------------- ---------- I ..,..� { 'IEN ARCHITECrS JOB NO. CODE 19977 UBC N0. LOT NO. x4 SCAB, L=2'_p" 19750-i, 2 & 3 1,. •r 4 ,,,�%,•.,t.:. . ,�' r e11 E.N.I PAST EA. SIDE OF SEISMIC ZCRAERN - t *.. 0 t X IE a 9 FIREPLACE WALL W/ 9 I6d O 8'D.C.: 4 It WIND 70 mph WEND EXP. 'C' SIMPSON MSTA36 AT SWEET 2x BLK'G. UNDER -EACH CORNER (4-TOT1,� ?h?'. 9 yt:'""'u. ,\w ..:awe. �.,`,-,.: `\ RAP PPERPEWALLS. TYPu� BARO ND RAI•T/TR{JS$ SD3 24 20 16 t2 4 8 r q 1 FIREPLACE STACK TO ROOF , T 4 �:.._ !RAolddd UoIOIA !BUR!61 d •J'r a,ou!sT a>Ag'1 d0 An J POPPY WAY ui V J Y Q 616.5 �,.. uj© :.. i i4. x..., .. .. MA NI I FLAN 11R PL.W) 1• Q 614.7 IF , Q . . n, \ 15 615.2 O 20 21 22 + 23 24 614.1 O © 27 ,,,,.* i 613.3 611,5 608,2 603,9 5985 5921 r 585.9 579,5 573 6 A WOOD GATE LOCATIONS J 6122 .. I J TYPICAL WALL END LOCATIONS ........... ............. .............. ............... ,........... • • ... • , \'I IJ NO 6CALE 12 ' 609.6 ............ .......... , .. •• ................� WOOD CONSTRl1GTION NOTES •••••, .. •............ ............. ............. .... ---- ~ I. ALL WOOD CAPS 4 TRIM TO BE RESAWN DOUGLAS FIR e I JJ,W CONSTRUCTION GRADE,OR BETTER UNLESS OTHERWISE NOTED. rYl 9 _ jQ 2. ALL WOOD HIDDEN BY CONSTRUCTION TO BE 649 DOUGLAS l O 608.4 ��� 1� N FIR 02 CCNSTF=TION GRADE,OR BETTER UNLESS OTHERWISE �J 7 777 9 R SPECIFIED. M1 O �� 5 � QD 35 ✓4 "� �J2 3/ 30 j' 2`� , 3. ALL MATERIALS SHALL CONFORM TO GOVERNING CODES AND U O 39 O O 29 ORDINANCES. M•I O 6073 �J 586.3 585.8 585,3 5 572.4 557, 4. ALL MEMBERS NOT SHOIW BOLTED SHALL D ATTACHED PER � 81.J 576.7 0 UNIFORM BUILDING CODE NAILING SCHEDULE. ALL NAILS N " 9 584.5 568.1 5636 5599 ) TO BE GALVANIZED IRON. O Zy 586.8 J 5. ALLOW FOR ADJOINING CONSTRUCTION. z ¢ < OJ 6. ALL CONSTF44TION TO BE PLUMB AND TRUE. ALL LUMBER ^ f � / I I I1` TO BE INSTALLED GROWN SIDE UP. \./ 606.8 1. ALL BOLTS AND NUTS TO BE CADMIUM PLATED. � Z Fi 5870 ,.� `. ` (s l 1 B. ALL UNPLATEDPSTE BRACKETS,B ETC. PRIMEDBW N GALVANIZED TS ZINC ^� O - ` CHROMATE PRIMER FINAL COAT TO MATCH TRELLIS. •'�•'1 W S. ALL MACHINE BOLTS,CARRIAGE BOLTS AND THREADED ROD TO HAVE A 2'SQUARE x 1/4'THICK STEEL UTASHER UNDER NUT. Q DAISY FIELD COURT IO.ALL FOOTINGS SHALL BE POURED ON UNDISTRUBED NATIVE SOIL OR W%RELATIVE COMPACTED FILL MATERIAL. - II. CONCRETE SHALL CONFORM TO AS.TM.C150 AND SHALL '.,,� ••� � 4 7 NAVE A COMPRESSIVE STRENGTH OF 2500 PS.I.AT 28DAYS. 12. USE FINISH NAILS ON DECKING,BENCHES,RAILING,ETC.4 •" 567 f� - SET HEADS I/e. *�'1 > 3 < s GENERAL NOTES: I r FOR MASONRY CONSTRUCTION WALLS f"4/'� I-.. �� 46 47 c 48 49 5 ca QEre 6HALL BE M.Q IF nlxeD FRDFORIIQ 6 To 5E 1d 3 DT voLu E 2 I UONG A MAxnn a 1 GALLDNB CF WATER P!R B.OK aP C!6M, APP VVED s O .�// OTNERUNOE.cala�re 01/ALL NAVE A MNItl1 ULTMATE CQ0•REBNVE STR@GTH 5 52 OF TSOO 7 M AT TS DAT6,UNLE06 NOTED OTIiIRUSE PORTLXO CEI'I SMALL •� \� IN TTPE Y FRO1 reOTED 6TOOK F'ER A67M C-AO,mr FEp1I19 OTERUIBE � �' 45 583.6 575.1 � N 601Le REPVRf. U • 565.4 579.4 570 9 5,3 �� 2. C04CMTF I'IA6DNRT UNITS FOR HOLLOW UNIT MAOO♦RT OONSTFIUC=CN,6HALL ISE " 58'3 - 566.6 J GRADE N UNITS COFSO INd.TO THE REOLIRM ENTS OF A6TM C.W. THE ULTRIAre COIlIFRE661YE 6TMENWO OF THE MA60NRT WALL,OROUTED SOLID, 4 4 43 585.8 562.4 J 6HALL EE A MNPIJI^OF T'P.1►00 PA.I. 557.2 ):. ] MOWARK DE 64LL PRESHLY P D PREPARED AN UNIF MIXED OWILY OF I PARE E,ORTLA A CCl1 T V MAX 411 To nNRM1 PARf6 LTB r U OR HYDRAVD LR!aID 24h To)PART!CLEM! BHA.noFIT TO a TY-•0'L T 586.E , wrcH A nN ULT"ATE 071IF ISIMvE OTFW OF 1500 PA,L AT 26 DAYS c 4. CLOUT uA,LL BOLIO UNLESS OTERH6E NOTED.QWUT 6HALL BE PMOPORlIONED 587.1 ••••••••••• •••••••• •••• f DY VOLO•E AND 6HALL HAVE SUFFICIENT WATER ADDED TO•IROO CE CONSIOTENC, •••1 ,FOR FOURNG WITHOUT BK.I FIDFTLANDN FIE G6GATICR N OUT MACEO]'c1R L..,6NALL •S•.,) ' 11�GPI}'�D PARf HYDRATED LN'E OR A'rl ONm 2W TO. ADDED"No'Iq[ ATTAN A�TIF"/I ULIITMTE COMPI WIA STFW? TI4 OF 6W PADADD I TO 2 PAPM PEA�%'Ej_TO THE FINE MIT.J.AST TO DAY l 5. It NFORCII•G 6TEEL"HALL jOl�FOR'1 TO A6T1•I A-66 GRADE AO FOR 64 OAF6 AND LESS GRADE 60 FOR a EARS AND GREATER UNLESS OTHEIlY16E NOTED. J • • . ,•...•• 6. ALL CONTINUOUS EAR R S O DOWELS SHALL LAP A MN"UM 40 EAR DIATETER6 ..... N COFGEIE AND MASONRT,UNLESS OTHERWIOE NOTED. Z d 1. EXCAVATE POR FOAAATION,TO TIIE pEPINp SNQIN ON THE DRAUANt'A EELOW y �"g•: WDISTUREED 00I4 OR CQIPACTED EART1,O•MMIM)1 UNLESS OREIRUISE IIORD. •�y�` V r C. FENCE LEGEND . TEL E THE 6-'URAL ENGINEER IF 617E CONOITIQIO ARE NOT A6 6H00. J 17. <y .. Do NOT is p LL WALL WO ER THAII 1 DAYS GR PRIOR TO NEACNIG STRENGTHS < O.;zF- REQUIR MS ED N ITEM 2,4,AND 5 ABOVE. �' U S SPLIT FACE WALL - SEE DETAILS 'A,B' BELOW ID DO NOT 5 ILL RETANIO wALL6 UTH HEAVY E="ENT CL06ER NM THE O i�x( z VERTICAL HEAGHT OF WALL. , Q 1n 9 Q WOOD FENCE - SEE DETAIL 'D'BELOW L a Q <N 11. DESIGN 5=VALMNT FLUID PI�000R!16 FROM 6OIL6 REPORT OR REQIEOTED BY Y ¢ E S QIIER AND 16 NOT TIE It6PC1J01EILITT OR TWO ENGINEER ..................... TUBULAR STEEL FENCE - PER MASTER DEVELOPER ° pl®�BONRTNANCBCe�6rJ5 NW:0101W*ALBuiLpNG CODE).O° "TH ALL APr ICAELE` 6 LOW WALL w/METAL FENCE ATOP - PER MASTER DEVELOPER D ATHreoReeE� FFOUNING DATONN°COATTIN&D1AF°EFLY�PEIFIRLMAMOACT,e�'SPECIFC TV°ION"�e �� V z�■ SPLIT FACE COLUMN - SEE DETAIL 'G'BELOW � 1011 STRUCTURAL CALCS REQUIRED STRUCTURAL GALCS REQUIRED PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION DETAIL 1N 6ngmuNm" <I ' , Q x SOLI x16 SPLIT FACE GAP, SPLIT 1 SIDE, COLOR: 0224 CHOCOLATE BROWN { A4 IOxSxlb SPLIT FACE BLOCK, 1n 11I SPLIT 1 SIDE, ALL REINFORCING STEEL 4 FOOTING I ; _ COLOR: e224 CHOCOLATE BROWN DIMENSIONS PER STRUCT.ENGINEER PLAN VIEW 8x8x16 SPLIT FACE BLOCK, TMTo•^^^ wN1PitTon sN2u IBC _ T SPLIT 1 SIDE, A .. COLOR: 0208 SANDSTONE 6' sNeu1Y00°nc aq'�ia sAwN ",v, _ AEDAYfOo 1W ttO.I �\__ / A I I Nv"1Qix•"" PRIVATE g" PUBLIC .,1.o ��� '°� .us PRIVATE PUBLIC SIDE SIDE SPLIT FACE O SIDE SIDE A MASONRY WALL S 6x6x16 SPLIT FACE BLOCK, W-I (SIMILAR, SPLIT I SIDE, EXCEPT AS SHOWN) 1 I I I COLOR: 0208 SANDSTONE SLOPE GRADE rRRO MORTAR ! ti FILL 5" IN. Sx8x16 SPLIT FACE BLOCK S ALL REINFORCING STEEL d FOOTING SPLIT i SIDE, BELOW GRADE ks'co I i 6 DIMENSIONS PER STRUCT.ENGINEER III z �. FINISH GRADEova " m a _ • �--•POURE04 D CONCRETE FOOTING Ulm ^!^I i POURED CONCRETE FOOTING A SECTION A-A ELEVATION N.T.S. i rr o S �S t5 s • A , 1 "I TI C nnNOAIo UPGRADED WOOD a/Tro >w� NOTE: 1.REFER TO MASONRY NOTES, I t THIS SHEET. 5'-O" MIN. TO DAYLIGHT L EXHIBIT A FENCING DETAIL Q 2.PROVIDE lie'WIDE CONTROL rsE 3.FOR TOP OF SLOPE CONDITIONS, •\ " SEE DETAIL "B"/W-I 1. REFER TO MASONRY NOTES, 4.ALTERNATE CONSTRUCTION: THIS SHEET. PROVIDE GATE,TO MATCH FENCE SHEET PROTO II CITY APPROVED EACH LOT,TYPICAL A SPLIT FACE MASONRY WALL m FOOTING 6 TOP OF SLOPE nMASONRY COLUMN D� WOOD FENCE 1 ��4N 4•I-O ) "•I' O° �/ NO SCALE N.T.S. i OF I Uni'versal Inc . f.k.a. GANG-NAIL �COMPONENTS 8375 SULTANA AVE. FONTANA, CA. 92335 TEL. # (909) - 823-9500 FAX # (909) 823-6780 :J SUET SIGNED TRUSS ENGINEERING FOR SUBMITTAL TO APPROPRIATE BUILDING DEPARTMENT J JOB NO : E-2255 °. CUSTOMER: RICHMOND AMERICA PROJECT: ELSINORE TERRACE JOB SITE : ELSINORE,CA. PRIOR TO ERECTING TRUSSES REFER TO NOTE : INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION, SUPPORT FOR VALLEY RAFTERS, ENGINEERING DETAILS D1 THRU D10, AND SPECIAL ERECTION RECOMMENDATIONS. A Universal Forest Products Company L E G . J.. ° r; k .. •Shaded areas indicate .sloping or volume ceilings. IN .a.u. Indicates approximate location of F.A.U. and working platform. FWORK secs 20" clear Attic Access bay to be ladder framed at 24" o.c. with 2x4's.( by others). Y OtXL Truss designed to reslst the Indicated .amount of`lateraf force, Pre-cut or pre-fabricated Jack, Hip, or California Valley set-- Refer to standard details for engineering and bracing Information. NOTE: Cal. Valleys require special bracing o## Non.-Structural frame or backing truss. ### Package number for delivery and stacking. LAYOUT IS FOR PLACEMENT PURPOSES ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR INFORMATION NOT SHOWN. 40-0-0 s I Q�]# FILL AB- AE 4 I-Al AD � 'x AE 4 ~ P O ti ao ^a.c. � x�(7 o A 4 U (n O g be Y 3-1/2"X 14"FLUSH T.S.L.BM. BRG.WALL 0 QRAG-4 000# 'IRE 33 4 R A 3 N M M A 3 AB CONVENTIONAL FRAME B/O'� AB --------------- 1 q R CS, °0 1 o1 4 P 4 03 ~ o � 4 I , r 19-0-0 11-5-0 -0 i , r {{ SIMPSON'. SUPPO'RTEQ HANGER "TRUSS(El) PLAN ^'fA' LUS26 LAYOUT IS FOR TRUSS PLACEMENT HU$26 AA4r7�gi.4134,AC PURPOSES ONLY! PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION,ENGINEERING )I DETAILS D1-1310,AND SPECIAL ERECTION RECOMMENDATIONS. I SUPPORT VALLEY RAFTERS PER GANG-NAIL VALLEY FILL DETAIL SHEET. UNIVERSAL TRUSS, 8375 SULTANA AVE.FONTANA,CA 92335 • �� -� ,n�.w ELSINORE TERRACE EL5INQRECA. RICHMOND AMERICAN HOMES 177 5/12 19 E-2255 NONE Aug 15,2001 MANNY a 40-0-0 : err FILL AB -2 AE 4 4 IC 1_ 2 (lL A 4 x AAD F 4 ~ a 4 anrt "a.c 9 a f AE 4 WV43-1/2ON "X 14"FLUSH T.S.L.BM. BRG.WALDRAG-4000 A 33 4 4 m AE 3 AB CONVENTIONAL FRAME BIO'S AN AB 4 4 so m Alt4 AA- IL 03 v r 4 { qqr 1 SIMPSON SUPPORTED' HANGER TRUSS(ES) i' LUS26 AA1,AA3 LAYOUT IS FOR TRUSS PLACEMENT PLAN.-... HUS26 AB3,A84,AC PURPOSES ONLY! (, Y PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION,ENGINEERING DETAILS 131-1310,AND SPECIAL ERECTION RECOMMENDATIONS. SUPPORT VALLEY RAFTERS PER ►e GANG-NAIL VALLEY FILL DETAIL SHEET. lei UNIVERSAL TRUSS, 1 —=— ---- �.. - ----'- "� A 9375 SULTANA AVE.FONTANA,CA 92335 9, ZSINORE TERRACE ELSINORE,CA. RICHMOND AMERICAN HOMES ..,. ...d..... ......1, .... ..w NONE Auk 15,2001 MANNY n.5112 , 19" re E.2255 d r 9-7-0 co N N J J J_ J � U. -B 2- 5 -B82 .g O n 9 �Q 9 LY 6 O N o 4A , ::rlx N Wc IRK+CE RAG 400 0 G20 C7 DRAG-2200# 9 CONVENTIONAL 8/0'S a FILL A- R B � g FILL E-2 9 9 m S 0 � oc� v BD-2 FILL rI 1 r , 21.0-0 SIMPSON SUPPORTED HANGER TRUSS(ES) P rf A HUS26 882 LAYOUT IS FOR TRUSS PLACEMENT U26 9 PURPOSES ONLY! 1 HHUS28-2 RA2 PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION,ENGINEERING DETAILS DI-D10,AND SPECIAL ERECTION RECOMMENDATIONS. O�'ll:ill r •'`' SUPPORT VALLEY RAFTERS PER P GANG-NAIL VALLEY FILL DETAIL SHEET. [�:__'LSINORE NIVERSAL TRUSS, IN DATE 75 SULTANA AVE.FONTANA.CA 92335 TERRACE ELSINORE,Ca RICHMOND AMERICAN HOMES NONE Aug 16,2001 MANNY +5/12 19" E-2255 9-7-0 N [V r J J 11. J J -B 2- 5 -B82 .01"B (7 4 R 0 N C A. % It E °.° N W RK 5)ACE °n RAG 400 BA1 a� BA1 G20 q a m BA4 LLA DRAGd2200# R CONVENTIONAL B/O'S q 21 0 R R r L BE- 4 4 fll _F S2 n R �o LL _.. __.. BO- FILL r_. _10-0 i q„p.0 1 SIMPSON SUPPORTED HANGER TRUSSES) , PLAN '2B LUS26 BE1 LAYOUT IS FOR TRUSS PLACEMENT HUS26 BG,802 PURPOSES ONLY! HHUS28-2 BA2 PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION,ENGINEERING 4 DETAILS D1-D10,AND SPECIAL ERECTION i RECOMMENDATIONS, 4 4 SUPPORT VALLEY RAFTERS PER GANG-NAIL VALLEY FILL DETAIL SHEET. UNIVERSAL TRUSS, INC 8375 SULTANA AVE.FONTANA,CA 92336 '""""'-'"-'-'�rw� µY• .Y� ELSINORE TERRACE ELSMORE,CA. jzcHMONO AMERICAN HOMES NONE Allg 6,2001 MANNY 5/12 19" E-2255 9-7-0 fV J .J U. J -B 2- 5 -BE12 J L6 -B Q 4 6 N Q A. 'x (C Yorn G.G N W RK 4ACE IJRAG 400 BA BA1 G20 BAI m � BA4 DRAG-2200# BA3 L o E1 n E2 21 0 g Y � BH o 4 4 t- 4 O ........_.., a i r SIMPSON SUPPORTED HANGER TRUSS(ES) r� LUS26 BE1 LAYOUT IS FOR TRUSS PLACEMENT PLAN -2C HUS26 BG,BB2 HHU828-2 BA2 PURPOSES ONLY! PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS FOR BRACING INFORMATION,ENGINEERING f DETAILS D1-1310,AND SPECIAL ERECTION RECOMMENDATIONS. SUPPORT VALLEY RAFTERS PER GANG-NAIL VALLEY FILL DETAIL SHEET. 1a 1 UNIVERSAL TRUSS, INC A9375 SULTANA AVE,FONTANA,CA92335OW�. "... .._,_•--r-.�_._..�....» V..��.:::....._-.,._..,......._..,---•».__..�.. ELSINORE TERRACE ELSINORE,CA RICHMOND AMERICAN HOMES = 75/12&� r:NONE Ag15,2001 I; ;.Y i.... r.... .... E-2255 • 40-0-0 29-6-0 N DRAG-4600# ELL a U rn O Lu m 1 U a._ a a o w o � � 3 x 1 0 U � 'x 1 im e ro.e ome CC4 1 CC4 CC3 DRAG=5300# CC1 o C 0 S32 CBI 4 3`1 0° 4 m S3 0 4 S3 4 M E -n . 29-6-0 SIMPSON SUPPORTED w' LUS26 CBI HANGER TRUSS(ES) pp LAYOUT IS FOR TRUSS PLACEMENT PLAN -3A/C HU526 CA,CB2 1 PURPOSES ONLY[ V, Y PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS p FOR BRACING INFORMATION,ENGINEERING e DETAILS DI-010,AND SPECIAL ERECTION e. RECOMMENDATIONS. _ !j i SUPPORT VALLEY RAFTERS PER UNIVERSAL TRUSS, INC , 8375SULTANA AVE.FONTANA,CA 92335 ELSINORE TERRACE ELSINO _.�"'. --- A1tlIERIC'A'N V4bVrff----- NONE Aug 18,2007 MANNY �'5112 ' '19" .wE-2255 40-0-0 2M-0 DRAG-4600# FILL N U O W m � WU IL G � Y z m o 0 0 W � ? x (O1 ry x ante CC CC CC DRAG-5800# CC 0 cc q S32 m 4 ri 31 � B FILL - r 4 P 2-8-0 9 28-6-0 yy SIMPSON SUPPORTED1i HANGER TRUSS(ES) PLAN -3B LUS 6 CBI LAYOUT IS FOR TRUSS PLACEMENT I PURPOSES ONLYI PRIOR TO ERECTING TRUSSES REFER TO INFORMATION ON ENGINEERING DRAWINGS j. FOR BRACING INFORMATION,ENGINEERING DETAILS D1-1310,AND SPECIAL ERECTION RECOMMENDATIONS. SUPPORT VALLEY RAFTERS PER UNIVERSAL TRUSS ;�"C ^8375 SULTANA AVE.FONTANA,CA 92335 -- ... ELSINORE TERRACE ELSINORE,CA. RICHMOND AMERICAN HOMES E-2255 NONE Aug 16,20[]i MANNY 5/12 19" toor .•�. �+ �r VNG WOOD TRUSSES: , to ':COMMENTARY4RICOMMENDATIONS i a'Clctla FI./trA Ito ,. 7M JwTF+at r+wf rrn"A h arrrrdrnw nidt 7rl dirt rlttAa , , amwtAt ,' •` .r. M+mrwirN�II�r,�WeN7Vrn ArdrnrlwtarAwtrrAr,[NlMIt G 7nn t ■+ yorfaAA,■nllrwt M ern wW(.K p•,.r t , i Q IrYa M Nnrl x.A'rntM rlMiwmrnYtMn..rr rrrr[r rN t and rrNxr +� t 11 MW4 �■ Nr , rtnprr{ uN'�mrlhm[rt IheM1111rdr�lflt�wr�e1, i�Yrr'er rlrM rMwwl rrntpannu5 16edrl wntwly, .� in ,�,�M A w+Yrr ofy�Arrmr4 Walsh at kd u F*'rt Yle■t ewrm.M,mI/wlrt u wAh.tM . l�NT1117dRG71gN �,,a Ma ,Ilunu+dlwurft4uWnHdrr{+wntNNW rlkdrlMAp.rrrt a AaWeM a Mp too Tr■r xotMn w pinnr4 ae Mrnr kr daantr6•Atlw d rdrl i q,a m xe d qt'■y4m—al tthW.N a tM Ynm[prf 7M 7rw Ilru Uadnnr'Pr"1psdlMd 'lar ushl Mood h�1!ri' ante1,r r pre{ fash r1 rf Mnh tnf rank pla Ir Wnxw1 11rrd 77ww"yya[r+elxM lrr IM dei{n rf 4t Tarr Y wntAwky a dlo!d mnnbom at Mnr hr tl�n4+. 4r",tdt9ua Y AmIYtI�r N1"M+awrrry Tp1[ Mh, YwlWwdrterAnNurrxdppnp■nriumlyr +' Ilan atrrmrAt+tnrn • ;r'ppn w1pM h�+.�wrrlr[dwt Ir V"1bM+t M�weno' ndwt Kill �.vmowlo s xrmMn 4n Fi-Or-nmb!p p.M it pn mrm urlwaaar pgrtaliw a(Alegi arum• ' 4trd a�F N lea]'M dTl+^'1 M' * y /_r1�.}t,,M Yral darl■n irnA xMlgrrr. aaA•ndri gewpAAd rtudy aAd drewwhi ndwr by gyp( �•, r .twil Av+�n■YartrwMu Ma' �h+Amet t +*r14�^ p„p,,,,f+.,d rr hr wdt to wr++rdl..klnd..d[.v R.xadl a vdr frAllr■t Ate IAlrf �yq At AM Mwdra gwllk+rn' +�int 1r+w rr�r■t r 11i; at r ruwml' pabloo .l dlr tq ahwd,tad runrrtlmr+ 7nrmral,A,Amtyl,'aw�rt pk Pilowh� aWWar°■i dw k rwY.ur. t Ar .dAn.r wq� r„twu rf dr wd rl pYn r Nn� �nrldn An11M tp•mw 1.1eTriI,1MshN Y pn NrrrNrl.tt N.i i ,r� i IMh Y trffhMnNY rnehpN N rafleAGn 4t/rt al p+Wn[p 7.p rddllran k W[Yurrl krdni Nrdlhd Yy pr rrr d.Anr. ■aoGtretl hr+Mrnr Ifar■p l W Y��t,awa�4y�[�t{ nir4 An Mp1■pn(tMdne rfpywor+ly nflkt.nt kx4K n Adn •f IMId�hred++niEWA ltda Ywprr w+ Nw'ilr IAetuunudl Ny■a[ WarryY+ta■rm6wk • fAa mW+pp� a•., ~I�rhmMIrF dMperNnrt twllygrAir rn�t�Yyw�r1 [I.rnriu �, a dolwtWnr M1w{wtp1M ��M Ihr r k rmr[wMl " � p Y r nl r rw..tArrtl N wl[h.r-nJ Lrwl I�MMy W n.dwMnwrl. ru al"nmr,pMaarWa WM fwrrmxdM M tM prr 7Ir anry■i WwInAY aiAth wlnrleu wrrwt x tAht r�l•r I r alM a+(�^■rl�lrr' aamw a � rYadq Ir IM rhnr +t YY Mlkw rnNl M IM 1 tA[Yur At11■rM grey rre mwmtr M 0 prd an r �il m aAhlfiMitY ie pr fW'idtn W [� Np M wr Mri mIhamt+ll r t fre r1sAJaa Thh glrrrP mrl Ye gmlW tt Arw r.N[ � ,r,,,,at 1�f�t�r ww{wlMnJrultt • �a�W �r1I� MI idwrwfryt4aa dirrll��itrtW�w� pl paMef{d •�„ywt�jet014 Air blind YmlwrmNNir•elp.J,r , Mr W.rad rd nM wa 1WM td IM Wildn M 1rr hl rrm�M YW ■Aellrr. Illyd 4R'lh t'. '•Nw�iM�I Mrii� it MM TM ir rrrtwk '� M ��hltra ■ld"w r ' Mr rrlhP/rrp'r xeY NrmuKaernlAr' 1 � ,y w N�a�y 4yr�rwd.n wd Ihw 1.At AEA It rnt AN rwl lPba+ifr11. rAr, anl'AaNr+lpill y Mir aYl�l t�ir ne wy rpru[r rr IMInrYW M !mw sh+ drMtuutrw>. 1. rdltttr r nn ee MMrWnMn wnMptrd x Yml rey rrRw, nr{rrowdM IN X a.p+M MMeI h W dra w e+M m.Mr+d IHaw 1Wu. , •'�yr,�y raq+tal�rtrr arM�Arnr�m� � ' -AA1 r himMa a nrmortad 1An too,rlhrArrw r rnkmhAefry dr rW14 nl d.Ipttr. t rwAet�1M�r rrh rta+ /ar++w• !tarn lMlwrr , r,+r.na•r rt••rtrl . , Ir.ra Ww+w •r ■.rAYrrr t ,• arww.tw 1 I 4 1 •• ,,'• t, �•..wt , Nrtn1 t+�........., nMw alrl•.. :.._ .' � :' . 1 to rr.nrf"a+ ■.. 1 tM.1+�+lANr.N[to w ood www ! wod rn ar nr rw, r' IN •' Y r4[YPI ' RfAg1t'11�gI7rvxfltwtMAlkMtNdr•'a►u+r+aaaw+rrrtar t"� '""7 altlwr !worm r son WI W loaf puma nnI wadin wilm hp"A v r Fad Mum rn Mnr VAN tA[MLuwh Y „� d irstw Im+WWw A Wra f Mt[iu Wr YnrL •�' .•'llktd lyew C M Ynshrl tlMun Yr au ,rdl M tle ,nyi rrp�prfuu,v r n Y In w pnwM ti w tv k grwlk d 4 ilboow MtrMil taw InenaotdtlMm M+pewrttd h OM xddAareY w , total wM p d r M rf,AetAarr falwkkMMutNw[NnF ArlMpar+ka• ' IWfdYg61rw wW AMwn�k Itra7rr Ni tp r Itt' YndMN Y k dm "w Iwd a(1AA w" Yawl�M t!7tm k rrAw tar r YAW t Ar rd WON 'AM 6 l lra M MAr,�t pu rp +r IhAtA[M1 1M rt'� wa1 nlawd nal■f ��Anyf�■[gtmMdrl ArtYdxrAINM7�K YaWYy MAerRrlu rA1M WWrIn Ild q Ye YWp AIW AY[ nldkmrrnwwNd ,rA,�,Axlt..-A nlArdrpd,wrinF A t As . la.r�dYturt+�rxdAMMWaaaM hIW�aMAI�N[�1'rl�tlAd �it fYre wnAe!rrl�u�pwN*fAAn A 1ln -y�, wAt AIN1.M1'IAY Y{V4 W■ aM M np�IrNrra1 tt a 1 hrt p IA �• , '••Irlrit M W wtAMM �Arw fhA Wi+ 1 iwrt�rrr k' Hr/■vYN wrxrtnil�rr+rWkl n�.w wl�dwN.�r , �5 �yla hnArlda w A■A aq m of tle IM Wild i pr r�Mr tf hal M i�f ry u= ewwvrrrw Mtat��Il{�raat 1a„ r�At r1,y row Ww11 tM Fa r' �y�y AnYnp��mrtr0, 11011,911. r•�W 4 Vrm4urlGr>N/rah n MMdln N pl iwf • Mn rr r+r+MrymMNr1 �rt irwnY, V-p •, LIMP i1 w+a+alrtrru ader iJrlwd;NIlll tM law wq' N ��pynY k Mrr r I i M*aIt w�,.., • w tat ih+ArA4 MW M t It � I Illaitoodr lanperrq w+tlM Ip►M,w N tlr Its Jt Y t frwtwwldN w,na rums p M m1 d Au p Il par M IM rwAnaaut Ylwal fw Ar wp AltauW .Mnot{M d+l wa+TprtwW to Iwl w NtN two tluu� br ■s"iM I warm et pA,,[phtMrf p 1hx k WIM,r(Mw r +� 'luYl■dMpw tr+ 1M rASMy�, sold daaldttatr[""%rA Marty jMW , t rod M MI FI AI YulYrf Af.rrclMe'■r�eawl mrrt a�lt�.�r,,'ry,^�"'+Yla+jaNl+ll Irr+r. � . r '►, ✓• • AwIAYtI 'wtA11M_kpdnpiq.*hAY tln t N� Yrlrl MwAdn■1+ IWM r'r�Mr IMr i fat I. � are Wwlw.JreM+rY �.t� rrur. mr■f a"a' p�en r Ad W�n.A �/aMtnMN rnl AeeM M A[ m f++r . rWmr. yr glr�pq Y Aialld p wr�'ita d IPA Anl rl WI Mtun llW nT�1M w el Y wt AMw17w+d MrJ«+ _a M� rrratnlhrNp 6% iPllr rural a11Yr umr lam f M�++d rt tM MaN4Mkd pal W [TnT NMAY�Ynri l rwd e"""" Y WIN L.r MWw h M A�+rrr.{rry w IR&K r n►xw Mmrwd MrA t��, mAy r t rl lfw r At& rn m+l 1 �iF[ awYkgradwAM� WI^W A.of Ar WA mrmFww I waab.Y uerAY knuwnrMyrad I t1M ��Mx�itK,KrWrdrl,awN�M�rn,�M rYrttW. "4atwnbIl r+Awai pe,l Ilk bill rt�r fuIw tlunY II Irt hrmlt ' nnirt hra td Kw��l1pfef rr��frM}W,,lpp4p�tlr x• q m r r bw1+.Mw MaMtM rrA Ir Mf tr" rk`AFF■W{tm "IW,,.d= It Y nm crh ntwrry Iw Mf t x Aw wrAv. rrrr Arwd kid uMwl�+wt. wA Ir OR hM1 111 d 1h<r'+ryMt fiW l{rrMwrtnM�l lMtAna� ea� peAl .. Mromw tlo I M t!f i pwnatletM a weM �rl nal Ihrd�kA most�1�brow arm&w w l4wul Ynrhl 4W I■aara■IA rlar°�ni rr.errl k rr I+ d erc�.! �rek'r p Ite rlwraMM'� t�Iredulf lawn MNMM ya1. k d ►eptrdleAlfrrwur rvlat�—a t�rrLkaha�ra L��r�rtprly,A�M_dMiySrA �W"'+,,,,r'•u'' Yrr Yaq.n a,d.Crnnruak l M tAo Merwl p Mr weetlwt 1p IJt!kndx x nNtm ,w io.lxt rn unwy IM t rr Y N* nwlxd.4 MI IwR+A of y„mW�elx p rr.,yA h tM 4 rl th x unra Tntr xp d+x1[w yu ydnlra,rAd p dN up d Irr Merin dw�WNW�I indrr tu..."Vt...7r.Ylrire[rt.tdarAwlhrLltY ifMn'J{tl d f t • }wwl/rr�N wr.�•YNM• p�iww�illwllN�wwy. w N W.eIMwLZEM Y��� wIMNMrty wl.�w r.rNhlnfiYlr IiwyY rrtl� 1 1 fl+�h'M� IW �.•h1..aNw fM Ywl•. Ilo-iql .. .. .. .. wdNwwf pr.•.+i~ _ tlwwl u u W U. • l..ww p,.+Ml � • MI•wNN bl.Nr. etwdl Yel•M r..we.wfn.f.wr pIr n rW Fww/ FnYtmwt Maly nuit pm.ilt nfllWdwppennrhlht.n/Men W pam of tlfe rroa td IrY r.rY tt">•m.mb.r N dM rrXtbn tMIlN M Faso en dM Iwwp N.M ene argil ItMr dooNM M tpnd raarl.d hIr h N dritn.IX fldl/tlrr4 pormmmt 6nrbq n al M rut w be IXrna hlw r"e v n b amid fYwbnlllq erry bryr hrr4 All dfalyrted b elfin alwrl Irrcn�Impopld rn qta anpNted bYYdhp by ppm dlbl mrhmlyd Yrylpnlmetltruld Y•pweed wJy rn b.""rr rP1X11r1ry Mnd u rhnk Me.r. bww.ea btarh pandaypel rbp.WyN NnRArllmmdd drdpnd brppat t4l{thauld n.tMdnptrdswat rl ampwWly <K neN"Iy rl dM MMem deN,Oaywed pr y r dM pant.!tlM N wry tour w.e mats fir mrrrt.In tdegwMly dl.r.d,All Wa p.ltrn.nl belong mar M eoydWd.d Nu IMa bd••I snpa boo IN rlwyAll"MreNy eMt ntobM emewhrut rIr nn/m rl dw rmama dlwhl M�dpI" -AW II w r!111ma Y muMNh Ile name•, wlldhN,wl fRArmlfewdrd diet b h Meg W at pert a{ad.and a M anew anlfsnrYy wleN IM nwt IXlhrr wrlh w INIdIrL 1.Trap Chad Mun.•Thlt Mlldnt p drllnd All mat Im b oil In mwt eaa.tWnpaay Ymrtt/b Mr plats of W brmm rMid�'hrllhW at YM FpUrntatrdlMd ql pq wdlh.aMXrl /TA4{T11111G fhmgnrnt/ndM M dnlymd nld ro.dN/6r tM nm.nnl MI Nr pX rhrd If prylrwd dmiu r rw!that mL h Im m ymlMnem(en w 1and h,rf/.IRAe,rh r Wet a Prm.nml 'rAc4,r rdNtor M(M re whn+l rlr{y d d+wIMN1.14a tM prrp.rry rppNM nith ar ppnd 1nhM i.rdpYlla Mdiny,r uMNM G.eby Flats.q tlwenw M+d l N dM phnl of m b.lum d wd nwnAty.f ua brlMhr a Indiwn d arrdrn and rut Wrglragn,nkN a dmXlrprd w,ewur.n.I b.,dng N dw p.n,p .lu.hnma fr eh pnlmMnlbrur(n ra ngWndMdkwMb.In MnatM Mlnwlyd4 FIA a polRA N NY•r•d dr.W not Im W�ar fro rtoo,Tnh �.Mr.4 h a d.dnba■dwhln 1rur aN NrdM q Nn h Y tar . W.l Me"Id IN bMIM a/SARAN of plywed vet mV wb MwIY ewlWr Mleh eWr arvrtunl par rf tM 4oNAM Itlwt n ehrr borne mrnl bonny,ntedah m.y boo dependwf elpn b aq u■ of talon rlld Thrldd a foaled.dMeinl r Ihr rwpaa.Nr eXWt Mva4 pXnel felmr,beMnr walpl trlwnrw buln.rlal r eW give dlapWe{In wMn propXy b//ed�,d naffed.burden and YM H Yew rnartrrri.n of my aaX111YtN11 mtl Web hlldl r�r.d rrdelnrMl bell wremnnl lawty. elrlatd{It N tM Aw.dbr of W 4ulWlnp ddNn/. , b it IN w Xr"..,,. r ww�ile ►� .yiwtnindmiw�M�Nq�adaNieL44 die rxuof •• tndwrp h rwngM b W awrol6ewpy, ��� 011pnY Yra�r N Ihr pang N pIr wrY mendMel h dw rMd r • eMd wer.a dleaRur rlagld lrrdbt/b rdheeM 6utMY tad b epa.d hart r..wwlfN� kreaeMdl.pleraantadar want Xl erMt rl dllpmd krllp Nth.Wng rf W wl6i a r r.tw rf NrXm r M Ind.tw rr wltdinl d aM 1 depend Ilprn r Irrd dpenr rYoo rrlawr llrn.lypr rl efd Its hrXblF . t1 1a erI Nlflra,0 epeMM rre�nppwr Now t3 loon r 11 .AlI•RN�1% . IRAI M�C rlpn hew h nMr u lM Moen/N fir peel[of W ,. by Blow he for alX.e th.mm".taw thadd w Is lnn.ly b felt L.WA 1.5 tawlr4W.m.y a.h.rifd hr erma h a hnrMad Ihl(dtir t.nnN onh unadw peen .flow rmdnlen Wt mq M r r rvW M.emYte hrdgny one moan urdl r awe bmpl.n eulmnrn Ind.Its .rd ry Ter yr D.M hrye.n Film I Fed Fhw+d mumm brdrq N th.pad of ON er.hL M"No hvoonrtb Yhrh tldh¢nr pnrYtbm S tetewd'Chrd Flaw Yhh bnrdng h rrN"h.d b fnlnuN'th. UNI.OAaiNd• M prnlbN,ao.q IMF M rdwdd Ili b1.tMh• r.X.M.ww.w pule dwlrn rW b% aanf euppaf b aM hnue i tllnld. bewlh rafts.yMy dMY eMl M IlnhKd ran ro.th IW1+b Wf r nJn YIwMYM Infer N tln wrnl rl trrMMl dl 1Vm doe a h1eM wduhl tents wrdll.aural e1faN 1Mt lnhhe muN1n dlernlon or bow , rpllit w Ytrrod awl a il.rt'hedkgL NNII,OYmNFr tl"hMr a too rnpa prmdr plvrldtd Ihal W tYt w raw dma/N M enrYady evRAewl r dM girt el dtMlplry, FM aWgPh baaN/"Year w XM1Wwer rnddtln,pndrM rf Tht bulldef dMp pwla tntrdan from dewapr Wl eney be . qe broom Hard barmy e.mp+rl.a Mumwre elwafd rt 6eltd dmpNNW MI�orIL��N fir rave rlauar r Its by deed.1 aIllyd by rtiaaS mwWedrnanMty. Flow/Ibl STOMACL Core Ihdl be ahm r r fat b anew be.il,Mndk4 al If peWNt ere tlt.d,tpaM not r mW du h�hrlelh rf Iha MedM N reehRA rl the b.Meb[hard to ehr dr4n.d b wmhe ."Ilan M b[raw tqm a pppNnl YNIr Ihr"Ytore en Mld.d w . ap dredf gild Megorl.iy eeuehd b Me Irp h lrrlm• htenl IrmdW itlwlndaeeWnhredoNbdkwio"mo rentte wMnWbtrWNyhnnNwd naeldM iMt di.pool bneNt M apned u Its Ilnd d11M Iry err r dtlNr awatuel Nemanr Capala Mnel+ll eYn emmomi md-d W.rdupmWl atrel ehl(dn/elWFalinr. Marl h+dlr/elm reWAM Mr hrlbm.awd.Ita/aeemmrMM II"uwt hbrkend with llnntudWlbread wand mugwturw Ih.e rng arm A"yyrry�,XI dl.pnal aneN M M At at aot end of M•t b u+•IaM IMY thaWt M tund N e wnml pehlaf u trawn FgXn/al nhX"efRA Its n..mhY Ndyl•rdhyond Melly N mY 6W"IMIA and MdfJana)ewh Angel ba�oIN. r eplefliad hnelwh watn eenaNlnr ehanhh . Ara the/ludo Apra Wndhli k Its plMe d re nP eleerd derplN Its eng el aaady epraN pYrfNL not b mad xC hrl.ft"/gNwnta dIe vet rl Mpr"f/N W the pNter.A frnhor feratnlon mW M"ken M pa ldllge rnnr a padolthewNemeyxd. IN.wten Wl wp1 Nrartrlt mrabr.Arm ewednf N d"ep WXMI h h MmIMnIwIdld IMt ttda dlwwl M�ray,a rMMX N "IN th.on rd Mhkh Ann M wmlatad In peen rndeMttld q61 M bw/ad en boN ddrt rt the flop In/at aN Nd My61f uM TbW neNntlwld.Ygn fae 4edn/bird Uwm MW boon dirFW NMdO'YIMC TRUUM TM"YM a.ww V*&.#YYII"NO d hunabt naWr W ad In angd4 thh haft dmW be apmed n ham W tY/RAdfe upedrr rf hedN uel.JaI p somal N W Nta rM p.earehm7a Iwo Mood woo MANY vet wool 00.in�new[rl npXnrndbin"n nrerrry pewrlant Is Inver 1Mt haddny Ind anehm pnenlun NInpvqMey M�raerW wdY r AW rl Its m N e gdenlMd Wlldlp do ngt radar dlr NdwrfYNlp afMrhy rf Ne atly T.will MelMer ndmi TM N H"of tNa hrdng a fY MId W dugmr,hYMu,too tlrrlha mlweern Truan pall a Ntal(rd dumb,n tprddd ep.rblY end Irt•par "u.00e N e lx%WI ppJllrit "q dpok" boo dope tpldlq,N R.ry abfr WYlwpnp 111VW1 Md1. addWa4 1Nt hteed braanl m.y h IlWard r JWrIm Ih.huebkq - u If tarter , ' 4•i—��MNrM!NM 7n M7MNIwNbyir--�►I • • NI.w Ma.nin • I 1 • W •MN ''•e--`-•�Iww.uYlai N7X YUwet..�M�--�-►� • yY•e �. w• ^at FlproApl if Fa ghla/trees Xflh Nam N trYrr q a"per h h roam. 1 maWed oat a Wmrh.d M tad n I"bented N Flyr.AI71:Thy Mrrn"hed eM"Id Ya asnrhN b Nr by t1ooN rod Mrb mmtbm At FIFIM AI11 ►love[AM 'Nteeldt el eppnahnary I"ML t4rdnh ell etml/•Mell JtouW M Far woo epm IMtM+en 7q MN and/�Ie1t a pettrefd NhNy n or ebme the rddhdFhl d the taw b n to perrmt aewteXnN/.TM A kI/t•X•d yne.Yln fdrnhfn/beat It WIla"etrd fr PhpXa Alll �rkmtormaeltddlrr h d° N Flpor M71•It dlruN✓MnrNd Will NMt eN.r.errylr6leh ran M of MY mrterl.t wah bl(Wrlm oNa.teh Y rf.ry N W YX41pwl dM Nt[raped 7q ItaL wrMML.4 ro�luntrd v W.wIn, of be WLL r pnet dwvN 'weofmfp o :lot WA�wA odII.Mni rryldhY M W.w•Iplr f..ht Job « Truss Truss Type Oty Ply RICMMOND AM/NANNY E-2255 AA-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:42 2001 Page 1 -1-7-0 5-9-0 11-6-0 13-1-0 1-7-0 5-9-0 5-9-0 1-7-0 4x4= 3 5.00 12 3x4 7�- 3x4� 4 5 qq ci 7 2X4 11 3x8= 2x4 11 5-9-0 11-6-0 5-9-0 5-9-0 Plate Offsets X 2:0-1-12 0-1-8 4:0-1-12 0-1-8 LOADING (pso SPACING 2-0-0 CSI DEFL (in) (too) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.36 Vart(LL) -0.02 7-8 '-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.03 7-8 �-999 BOLL 0.0 Rep Stress Inor YES WB 0.11 Horz(fL) 0.00 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:70 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G"Except' 2-8 2 X 4 OF Sid-G,4-6 2 X 4 DF Std-G OTHERS 2 X 3 OF Stud-G REACTIONS (lb/size) 8■51a/0-3-8,6=518/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2d40,2-3=-411,3-4=-411,4-5■40,2-8=-477,4-6=-477 BOT CHORD 7-8=65,6-7=65 WEBS 3-7=-72,2.7=266,4-7=266 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 on center. 5)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANS11TPI 1-1995 criteria, LOAD CASE(S) Standard TRUSS NGINF RINO TU BE USE) W ZC,VS MM4UFACTURFL p.6-30- 5 , ONLY FC7I TRU ` -ec NG. F;'/UNIVERSALT"Ua a,I Q- �� F oNT ANA,CA OF P.L�F Job Truss Truss Type Qty Ply RICHMOND AM/NANNY E-2255 AA COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:43 2001 Page 1 1-7-0 5-9-0 11-6-0 13-1-0 1-7-0 5-9-0 5-9-0 1-7-0 4x4= 3 5.00 12 30� 3x4-1 4 2 0 7 2x4 I I 3x8= 2x4 11 5-9-0 11-6-0 5-9-0 5-9-0 Plate Offsets 2:0-1-12 0-1-8 4:0-1-12 0-1-8 LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.02 7-8 >999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.20 Vert(TL) -0.03 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a SCDL 7.0 Coda UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. SOT CHORD 2 X 4 DF No.2-G BO7 CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, WEBS 2 X 3 DF Stud-G"Except" 2-8 2 X 4 DF Std-G,4-6 2 X 4 DF Std-G REACTIONS (lb/size) 8=518/0-3-8,6=518/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3=-411,3-4=-411,4-5=40,2-8=-477,4-6=-477 SOT CHORD 7-8=65,6-7=65 WEBS 3-7=-72,2-7=266,4-7=266 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 'ripQ�Q ESSIpy Q� H, C CIO �- c5 �ye�►�tEE�l US� EXP.rac;rC��"��)R�r c co�30-0 � r� Ow-y FOR iy uNtvr-RGAL ot4TANA, OF C A •Job • Truss Truss Type Qty ply RICHMOND AM./MANNY E-2255 AA1 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:16:43 2001 Page 1 -1-7-0 5.9-0 11-4-8 11 -0 1-7-0 5-9-0 5-7-8 0-1-8 40= 3 5.00 F12 3x4 3x4CN 4 17 Li Lj 0 1 6 2x411 3x8= 2x411 5_9_0 11-4-8 11 -0 5-9-0 5-7-8 0-1-8 Plate Offsets X 2:0-1-12 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (foe) I/deft PLATE$ GRIP TCLL 16.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.02 6-7 >999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.19 Vert(TL) -0.03 6-7 >999 BCLL 0.0 Rep Stress Incr YES WI3 0.12 Horz(TL) 0.00 5 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF Nc.2-G SOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G"Except" 2-7 2 X 4 OF Std-G,4-5 2 X 4 OF Std-G REACTIONS (lb/size) 7=622/0-3-8,5=402/0-3.3 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3=-416,3-4=-413,2-7=-480,4-5=-360 BOT CHORD 6-7=65,5-5■102 WEBS 3-6=-71,2-6=271,4-6=234 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise Indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-S,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE($) Standard Q�p�ES510 M c01a 7 . TRUSS ENGINEERING TO BEtJSF_ Exp.6-3 ONLY FOR TRUSSES IAANLI AZ-1- BY UNIVERSAL TRUSS.INC. FONTANA,CA ��A� ob Truss ./M Truss Type aty Ply RICHMOND AMANNY E-2255 AA2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MITek Industries,Inc. Mon Aug 2010:16:44 2001 Page 1 -1-7-0 5-9-0 11-4-8 11 -0 1-7-0 5-9-0 5-7-8 0-1-8 4x4= 3 5.00 12 3x4- 3x5 4 2 0 0 6 3x411 3x9= 3x4 11 5-9.0 11-4-8 11r -0 6-9-0 5-7-8 0-1-8 Plate Offsets 2:0-1-8 0-1-8 4:0-2-0 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TOLL 16.0 Plates Increase 1.25 TO 0.97 Vert(LL) -0.01 6-7 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.04 6-7 r999 BCLL 0.0 Rep Stress Incr NO WS 0.40 Horz(TL) 0.00 5 n/a BCDL 7.0 Code U8097/ANSI95 (Matrix) 1st LC LL Min I/defl-360 Weight:64 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-10-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 DF No.2-G SOT CHORD Rigid railing directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std-G"Except" 3-6 2 X 6 DF No.2-G,2•6 2 X 3 DF Stud-G,4-6 2 X 3 DF Stud-G REACTIONS (lb/size) 7=1198/0-3-8,5=1085/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3=-1239,3-4=-1236,2-7=-975,4-5=-866 BOT CHORD 6-7=177,5-6=212 WEBS 3-6=-68,2-6=936,4-6=903 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated Ioad(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-5,UBC-97, 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increaseul.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-60.0,3-4=-60,0,6-7=-78.0,5-6=-78.0 Concentrated Loads(lb) Vert:3=-650 era E H. 63 9 w 17 CC t * EXP.6-' � To r:.. OF i`k®� ,,s- TauNGINEEs�isvG �G�" ul(EL ONLYCA �Y FC7HT4�UyScS h'lP.i'3Uf'J; /U�i'1CtI,L'fCFU55.IC*1+:+• F(?WANA.CA Job Truss Truss Type Oty Ply RICHMOND AMJMANNY E-2255 AA3 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:45 2001 Page 1 -1-7-0 5-4-0 11-4-8 11 -0 13-1-0 1-7-0 5-9-0 5-7-8 0-1-8 1-7-0 44= 3 5.00 F12 3x4!�- 3x4 4 5 0 Q LE 2x4 11 3x8= 2X4 11 5-9-0 � 11-4-8 --- 1 0 S_9_0 5-7-8 0-1-8 Plate Offsets 2:0-1-12 0-1-8 LOADING (pso SPACING 2.0-0 CSI DEFL (in) (loc) I/deg PLATES GRIP TOLL 16.0 Plates Increase 1.25 TO 0.36 Vert(LL) -0.02 7.8 1-999 M20 220/195 TCDL 14.0 Lumber Increase 1.26 SC 0.19 Vert(fL) -0.03 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G*Except* 2-8 2 X 4 OF Std-G,4-6 2 X 4 DF Std-G REACTIONS (lb/size) 8=513/0-3-8,6=523/0-3-8 FORCES Qb)-First Load Case Only TOP CHORD 1.2=40,2-3=401,3-4--400,4-5'43,2-8=-471,4-6-482 SOT CHORD 7-8=66,6-7=50 WEBS 3-7=-75,2-7=255,4-7=272 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1996 criteria. LOAD CASE(S) Standard CESSI H. � r✓ 117 Eyp.6- ONLY'Fv TRUSS,&Z' r+ �. rONTANA,CA - F G "Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 AB CAL HIP 1 12 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Man Aug 2010:16:45 2001 Page 1 3-7- 1-7-0 3-6-4 4-4 9 5 11-10 11-5 4 13-0-5 1 -10- 0 21-0-0 22-7-0 2.0- 1-7-0 3-6-4 0-10-5 1-7-1 6-5-10 1-7-1 0-10-5 7-1-6 1-7.0 5.0012 4x8—a 2x411 3x5= 8 4x8= 63x52 ;��lN N 1 r' 9 10Io 15 14 20 13 12 11 3x6= 2x411 3x4= 3x9= 3x5= 3x4—2x4 11 -3-7-2 3-64 5-11.10 11-5-4 13-10-10 21-0-0 3-7-2 3-6-4 2-5-6 5-5-10 2-5-6 7-1-6 Plate Offsets X 3:0-4-0 0-0-8 6:0-2.4 0-1-8 7:0-4-0 0-0-8 13:0-2-4 0-1-8 14:0-2-0 0-1-8 15:0-1-12 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.26 TO 0.44 Vert(LL) -0.04 13 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.26 BC 0.57 Vert(TL) -0.19 13-14 >999 BOLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 9 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1s1 LC LL Min I/deft=360 Weight:197 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 5-6.11 on center puriin spacing, except end verticals. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G"Except* 5-14 2 X 6 OF No.2-G,6-13 2 X 6 OF No.2-0,2-16 2 X 4 OF Std-G REACTIONS (lb/size) 16=2459/0-3-8,9=2102/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2=40,2-3--2670,3-4=-58,3.17z-3739,5-17=-3739,5-18=-3739,6-18=-3739,6-19=-5067,7-19=-5067,7-8=-24,7-9=-4577,9-10=35,2-16=-2364 BOT CHORD 15-16■147,14-15=2442,14-20=5067,13-20=5067,12-13■4160,11-12=4160,9-11-4168 WEBS 3-15=-1041,3-14■2055,5-14=-709,6-14=-1501,6-13=153,7-13=1437,7-11=233,2-15=2497 NOTES 1)2-ply truss to be connected together with 10d Common(.10"0)Nails as follows: Top chords connected with 1 TQW(S)at 0-9-0 on center. Bottom chords connected with 1 row(s)at 04-0 on center. Webs connected as follows:2 X 3-1 row(s)at 0-9-0 on center,2 X 6-2 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-6,UBC-97. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase■9.25 Uniform Loads(pH) Vert:1-2=-60.0,2-3=-145.6,3-4--145.6,3-17=-113.6,5-17a-145,6,5-18=-145.6,6-18-145.6,6-19=-145.6, 7-19=-28.0,7-8=-60.0,7-9=-60.0,9-10=-60.0,15-16=-34,0,14-15=-34.0,14-20=-34.0,13-20=-34.0,12-13=-34.0, 11-12=-34.0,9-11-34.0 Concentrated Loads(lb) Vert:13=-1200 LU C01817 `�" Exp.6-30- `•r- -� 1NEEFtINIa TO FS:-l9;��.!..9 TRUSS[ !G c t�{At:l1f r"�Ci��C, ,'c5o�gT (., v ONLYFGR SALTS � 0 CA%-\ko BY UNIV�R�A(-TRUSS.44sC:%A - FON-TANA, Job V russ Truss Type Oty Ply RICHMOND AM./MANNY E-2255 AB1 CAL,HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Man Aug 20 10:16:46 2001 Page 1 3-7 -1-7-0 3-6-4 6-4-9 8-8-7 11-0-5 13-10-10 21-0-0 22-7-0 2-0- 1-7-0 3-6-4 2-10-5 2-3-14 2-3-14 2-10-5 7-1-6 1-7-0 5.00 12 4x8= 4 7 4x8 2x411 3 14 5 15 3x4 1 8 s Io 12 11 10 3X5= 2011 3x4= 5x8= 2x4 11 -3-7.2 3-6-4 8.8-7 13-10-10 21-0-0 3-7-2 3-6-4 5-2-3 5-2-3 7-1-6 Plate Offsets :0-4-0 0-0-8 6:0-4-0 0-0-8 11:0-4-0 0-3-D LOADING(pso SPACING 2-0-0 CSI DEFL (in) Qcc) Wet] PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.07 8-10 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0,48 Vert(TL) 0.20 3-4 >162 BOLL 0.0 Rep Stress Incr YES WO 0.44 Horz(TL) 0.03 8 n/a BCDL 7.0 Cade UBC97/AN$195 (Matrix) 1st LC LL Min I/deg w 360 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-1-4 on center purlin spacing, except and verticals. BOT CHORD 2 X 4 DF Nc.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 3 DF Stud-G"Except" 6-0-0 on center bracing:12-13. 2-13 2 X 4 DF Std-G REACTIONS (lb/size) 13=961/0-3-8,8=934/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3z-990,3-4=-71,3-14=-1517,5-14■-1517,5-15=-1517,6-15=-1517,6-7■-71,6-8=-1677,8-9=35,2-13=-939 BOT CHORD 12-13=-18,11-12=922,10-11=1483,8-10=1487 WEBS 3-12■-373,3-11=684,5-11■-298,6-11=40,6-10=111,2-12-1025 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise Indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members, 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard LU c� rn C0181 * Up.6-3 Truss�riGiNcr���a Lei ONLY Fof; USES MANUFACFIJH�F {3Y LJfdIVi7.8SALTRUSS,INC. rONTANA.CA Job Truss Truss Type Qty Ply RICHMOND AMJMANNY E-2255 AB2 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 2010:15:47 2001 Page 1 9-0-5 -7-2 -1-7-0 3-6-4 8-4-9 8 47i 13-10-10 21-0-0 22-7-0 0-2 1-7-0 3-6-4 4-10-5 0-3-14 4-10-5 7-1-6 1-7-0 0-3-14 2x4 11 9 2X4 11 5.00 F12 q 6 10 4x8= II II 4x8= 2x411 3 187 19 3x4 i 1 m 12 r 13I 16 15 14 2011 3x4- 5x6= 20 11 -3-7-2 i 3-6-4 8-8-7 13-10-10 i 21-0-0 3-7-2 3-6-4 5-2.3 5-2-3 7-1-6 Plate Offsets X 3:0-4-0 0-0-8 11:0-4-0 0-0-8 15:0.4-0 0-3-0 LOADING(psf) SPACING 2-0-0 C51 DEFL (in) (Inc) I/deft PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.07 12-14 :,999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.15 12-14 >999 BOLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 12 n/a BCDL 7.0 Code UB097/ANS195 (Matrix) 1st LC LL Min I/dell=360 Weight:104 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-3-5 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 3 DF Stud-G"Except' 6.0-0 on center bracing:16-17. 2-17 2 X 4 DF Std-G REACTIONS (lb/size) 17=883/0-3-8,12=879/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3a-870,3.4=33,4-6=-9,3-5-1360,5-18=-1360,7-18=-1360,7-19R-1360,8-19=-1360,8-11=-1360,9-10=-9.10-11=-71,11-12=-1523,12-13=35, 2-17=-861 DOT CHORD 16.17=3,15-16=794,14-16=1337,12-14=1341 WEBS 3-16=-304,3-15=651,7-15=-276,11-15=27,11-14=114,2-16=863,4-5-131,8-10=-113 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard H. cr_ C 181 5 Exp.6- TriUSS C Pda 11d1 I_ftINC TO BE LI`.( U CfJLYFORTFjI SES%AANUFA; TURI- a BY UNIVERSAL TRUSS,INC. F FONTANA,CA. Job » Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 AB3 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92336 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Thu Sep 06 07:42:04 2001 Page 1 -3-7-2 -1-7-0 4-4-14 8-8-7 13-0-0 21-0-0 22-7-0 2-0-2 1-7-0 4-4-14 4-3-9 4-3-9 8-0-0 1-7-0 4x4= 5.00 12 3x4-�'- 3x4-- 3 a 5 4x5- 2x4 11 19 714 9 14 8 2x6 11 30= 5x6= CAMBER-7/16" -3-7-2 4-4-14 13-0-0 21-0-0 3-7-2 4-4-14 8-7-2 8-0-0 Plate Offsets X 2:0-2-0 0-2-0 :0-3-0 0-3-0 9:0-1-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.46 6-8 >539 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.93 6-8 >267 8CLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.02 6 n/a BCOL 7.0 Code UBC971ANS195 (Matrix) 1st LC LL Min I/defl■360 Weight:102 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 3-8-12 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF 240OF 2.0E-G"Except" BOT CHORD .Rigid ceiling directly applied or 6-0-0 on center bracing. 6-8 2 X 4 OF No.2-G WEBS 1 Row at midpt 3-6 WEBS 2 X 3 OF Stud-G"Except' 3-5 2 X 4 OF Std-G,2.10 2 X 4 OF Std-G OTHERS 2 X 6 OF No.3-G REACTIONS (lb/size) 10=914/0-3-8,6=901/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=40,2-3=-1202,3-4=-351,4-5=-297,6-6■-1309,6-7=35,2-10=-1047 BOT CHORD 9-10=-183,9-14=1110,8-14=1110,"=1110 WEBS 3-9=-112,3-11=-872,5-11n-872,5-8=63,4-11■50,2-9=1380 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special oonneotion(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherMse indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase'1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-60,0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7-60.0,9-10=-14.0,9-14=-14.0,8-14=-14.0, 6-8=-14.0 Concentrated Loads(lb) Vert;14=-75 H. � 7 * Exp.6-3 v � FICA Job * Truss Truss Type Qty Ply RICHMON0 AM./MANNY E-2255 AB3- COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Thu Sep 06 07:41:48 2001 Page 1 -3-10-2 4-1-14 8-5-7 12-9-0 20-9-0 22-4-0 3-10-2 4-1-14 4-3-9 4-3-9 8-0.0 1-7-0 44= 5.00 12 3 3x4'�-- 3x4 4 4x4- 2x4 11 tr r 1 �q N 5PQ r 6 8 13 7 2x6 11 3x4= 5x6= CAMBER-7/16" -3-10-2 4-1-14 12-9-0 20 0 3.10-2 4-1-14 8-7-2 8-0-0 Plate Offsets 1:0-1-8 0-1-12 7:0-3-0 0-3-0 8:0-1-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16,0 Plates Increase 1,25 TC 0,93 Vert(LL) -0.46 5-7 1,528 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(Q -0.94 5-7 >260 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 5 n/a BCDL 7.0 Code UBCS71ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 3-9-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF 240OF 2.0E-G"Except* SOT CHORD Rigid calling directly applied or 6-0-0 on center bracing. 5-7 2 X 4 OF No.2-G WEBS 1 Row at midpt 2-4 WEBS 2 X 3 OF Stud-G"Except" 2-4 2 X 4 OF Std-G,1-9 2 X 4 OF Std-G OTHERS 2 X 6 DF No.3-G REACTIONS (lb/size) 9=797/0-3-8,5=896/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1172,2-3=-344,3-4=-288,4-5=-1293,5-6=35,1-9m-945 SOT CHORD 8-9m-144,8-13=1095,7-13=1095,5-7=1095 WEBS 2-8=-139,2-10-865,4-10=-865,4-7=59,3-10=49,1-8=1345 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members, 6)This truss has been designed with ANSUTPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasea1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2C-60,0,2-3=-60.0,3-4=-60.0,4-5=-60.0,6-6n-60.0,8-0=-14.0,8-13=-14.0,7-13=-14.0,5-7=-14.0 Concentrated Loads(lb) oo Vert:13=-75 03* ogQESS1 pN LT cr_ 01817 X Exp.6-30- 5 �l `r C1W Job 0 Truss Truss Type Qty Ply RICHMOND AM.1MANNY E-2255 A84 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MITek Industries,Inc. Thu Sep 06 07:43:37 2001 Page 1 -3-10-2 4-1-14 8-5-7 12-9-0 20-9-0 22.4-0 3-10-2 4-1-14 4-3-9 4-3-9 8-0-0 1-7-0 4x4= 5.00 F12 3x4� 3x4 20 II - r4x5 5 s I 6 11 7 — 2x6 11 3x4= 5x6= CAMBER- 1/2" -3-10-2 4-1-14 12-9-0 20-9-0 3-10-2 4-1-14 8-7-2 8-0-0 Plate Offsets 1:0-2-4 0-2-D 7:0-3-D 0-3-0 8:0-1-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.90 Vert(LL) -0.49 5-7 a503 M20 220/195 TCDL 14.0 Lumber Increase 1.26 BC 0.97 Vert(TL) -0.99 5-7 �248 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.02 5 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min l/defl-360 Weight:86 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G*Except* TOP CHORD Sheathed or 2-8-10 on center purlin spacing, except end verticais. 3-6 2 X 4 DF No,2-G SOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. SOT CHORD 2 X 4 OF No.1&Btr-G"Except* WEBS 1 Row at midpt 2-4 5-7 2 X 4 OF No.2-G WEBS 2 X 3 OF Stud-G*Except* 24 2 X 4 OF Std-G,1-9 2 X 4 DF Std-G REACTIONS (lb/size) 9=797/0-3-8,5=896610-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1173,2-3=-335,3.4=-277,4-5=-1297,5-6n35,1-9=-943 SOT CHORD 8-9=-161,8-11=1098,7-11=1098,5-7=1098 WEBS 2-8m-147,2-10=-880,4-10n-880,4-7=63,3-10=60,1-8=1357 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase■1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,4-5=-60.0,5-6=40.0,8.9-14.0,8-11=-14.0,7-11=-14.0,5-7=-14.0 Concentrated Loads(Ib) Vert:11=-75 a ESS/ i 1 175 6xp.6-30.0 �a�ca�F �� "Job Truss Truss Type city Ply RICHMOND AM./MANNY E-2266 AB33 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:49 2001 Page 1 -3-10-2 4-1-14 8-5-7 12-9-0 20-9-0 22-4-0 3-10-2 4-1-14 4-3-9 4-3-9 8-0-0 1-7-0 4x4= DRAG 4W" 3 3x4 3x4 4 34 75�- 2x411 1 N 5 jo 6 I 8 13 20 11 3x4= 6x7= -3-10-2 4-1-14 12-9-0 l 20-9-0 3-10-2 4-1-14 8-7-2 8-0-0 Plate Offsets 7;0-3-8 ed a 8:0-1-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.78 Vert(LL) -0.13 7-8 ;-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.24 7-8 >631 BOLL 0.0 Rep Stress Incr NO WS 0,62 Horz(TL) 0.10 5 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G"Except" TOP CHORD Sheathed. 3-6 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 2-11-7 on center bracing. BOT CHORD 2 X 4 OF No.1&Btr-G WEBS 1 Row at midpt 2-4 WEBS 2 X 3 OF Stud-G"Except" 2-4 2 X 4 OF Std-G,1-9 2 X 4 OF Std-G OTHERS 2 X 6 OF No,3-G REACTIONS (lb/size) 9=617/0-3-8,7=470/7-8-0,5=606/0-3-8,5=606/0-3-8 Max Horz 9=4051(load case 5) Max Uplift9=-88(load case 6),5=-749(load case 5) Max Grav9=1322(Ioad case 6),7=784(load case 5),5=1962(load case 6),6=606(lood case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-703,2-3=-337,3-4■-356,4-5=-749,5-6=35,1-9=-609 DOT CHORD 8-9=47,8-13=607,7-13=607,5-7=607 WEBS 2-8--103,2-10=-343,4-10=-343,4-7-266,3-10=19,1-8=608 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No,16-13,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 9 and 749 lb TRUSS CNGli"4E7,ERING TO 07F uplift at joint 5. ONLY FOR THUSSES MAN' 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)1,5,6 has been modified. Building designer must review loads to verify that they are correct for the intended BY MVERSAL TRUSS,INC use of this truss. FON TANA,CA LOAD CASE(S) Standard Except: aPKESSla A. 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plp Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,8-9=-14.0,8-13=-14.0,7-13=-14.0,5-7=-14.0 1{x r Concentrated Loads(lb) Vert:13=-75 c? R- 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-142.5,2-3=-142.5,3.4=22.5,4-5=24.9,5-6=-60.0,8-9=-14.0,8-13=-14.0,7-13=-14.0,5-7=-14.0Xp• Horz:1-2=-475.2,2-3-475,2,3-4=-475.2,4-5=-461.7 Concentrated Loads(lb) �J C j V Vert:13=-75 6)User defined;Lumber Increase=1.33,Plate Incre2se=1.33 Uniform Loads(plf) Vert:1-2=22.5,2-3=22.5,3-4=-142.5,4-6=-144.9,5.6m-60,0,8-9=-14.0,8-13=-14.0,7-13=-14.0,5-7=-14.0 Horz;1-2=475.2,2-3=475.2,3-4=475.2,4-5=461.7 Continued on page 2 Job '" Truss Truss Type (sty Ply RICHMOND AM./MANNY E-2255 AB33 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc, Mon Aug 20 10:16:50 200TPage 2 LOAD CASE(S) Concentrated Loads(lb) Vert:13ffi-75 rESS d Q�K H. ' U C018 7 Exp.6-30-0 TRUSS ENGINEERING TO Br USW , 1P CIVI OINLY FOR TRIJS::;E5 MANUFACTIJ jF 1� BY UNIVERSAL TRUSS, INC. FONTANA,CA FE-2255 " Truss Truss Type Oty Ply RICHMOND AM./MANNY A84-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Thu Sep 06 07:48:03 2001 Page 1 -3-10-2 4-1-14 8-5-7 12-9-0 20-9-0 22-4-0 3-10-2 4-1-14 4-3-9 4-3-9 8-0-0 1-7-0 4x4 DRAG fT500# 3x4- 3M4 4 axe 2x411 1 a} N 1-2-3 5 s I� 8 38 7 2x6 11 3x4= 5x6= -3-10-2 4-1-14 12-9-0 20-9-0 3-10-2 4-1-14 8-7-2 8-0-0 Plate Offsets 1:0-1-8 0-1-12 :0-3-0 0-3-0 8;0-1-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.46 5-7 �528 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.94 5-7 >260 BCLL 0.0 Rep Stress Incr NO WS 0.58 Horz(TL) 0.04 5 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:119 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr-G TOP CHORD Sheathed or 3-9-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF 240OF 2.0E-G*Except" BOT CHORD Rigid calling directly applied or 5-0-8 on center bracing. 5-7 2 X 4 DF No.2-G WEBS 1 Raw at midpt 2-4 WEBS 2 X 3 DF Stud-G"Except' 2-4 2 X 4 DF Std-G,1-9 2 X 4 DF Std-G OTHERS 2 X 3 DF Stud-G REACTIONS (lb/size) 9497/0-3.8,5=896/0-3-8 Max Horz 9■-1534(load case 6) Max Grav 5=951(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2m-1172,2-3=-344,3-4=-288,4-5=-1293,5-6=35,1-9=-945 BOT CHORD 8-9=-144,8-38=1095,7-38=1095,6-7■1095 WEBS 2-8=-139,2-10=-865,4-10n-865,4-7=59,3-10=49,1-8=1345 NOTE5 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 1-4-0 on center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)1,5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, LOAD CASE($) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Incre2se=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3m-50.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,8-9=-14.0,8-38-14.0,7-38=-14.0,5-7-14.0 Concentrated Loads(lb) Vert:38=-75 5)User defined;Lumber Increase■1.33,Plate Increase-1.33 Q =� Uniform Loads(pit) UA Vert:1-2=-59.2,2-3=-59.2,3-4=3.2,4-5=4.2,5-6=-28.0,8-9-14.0,8-38=-14.0,7-38=-14.0,5-7=-14.0 C B Horz:1-2i-180.0,2-3=-180.0,3-4■-180.0,4-5=-174.9 Up.6-3 Concentrated Loads 0b) Vert:38=-75 6)User defined:Lumber Increasea1.33,Plate Increase=1.33 Uniform Loads(plf) d Vert:1-2=3.2,2.3=3.2,3-4=-59.2,4-5■-60,2,5-6=-28.0,8-9n-14.0,8-38=-14.0,7-38=-14.0,5-7w-14.0 Horz:1-2=180.0,2-3=180.0,3-4=180,0,4-5=174.9 Concentrated Loads(lb) Vert:38=-76 Job Truss Truss Type Qty Ply RICHMOND AM.lMANNY E-2255 AC MONO TRUSS 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:512001 Page 1 2-4-12 B-0-0 2-4-12 6-7-4 2x411 3 5.00 12 4x6 2 1 5x5= 5 2x811 4x6= 2-4-12 8-0-0. 2-4-12 5-7-4 Plate Offsets 1:0-3-5 0-0-2 4:0-2-0 0-2-0 5:0-1-0 0-4-8 LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TOLL 16.0 Plates Increase 1.25 TO 0.46 Vert(LL) -0.04 4-5 �-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.16 4-5 >567 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.02 4 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/dell=360 Weight:41 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-1-4 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 DF SS-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std-G"Except" WEBS 1 Row at midpt 2-4 2-5 2 X 3 DF Stud-G REACTIONS (lb/size) 1=1464/0.3-8,4=1236/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2p-3502,2-3=46,3-4-153 BOT CHORD 1-5=3217,4-5=3217 WEBS 2-5=1647,2.0-3265 NOTES 1)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE($) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-5=-14.0,4.5=-184.4,1-2=-60.0,2-3z-50.0 Concentrated Loads(lb) Vert:5=-1200 QkESSI R cr. GD Exp.6 30-05 r r�ttttMlt� � era b . guy `SSA C r '9jE+OF �Y 1JN1`1EC1,.fi•L r✓arl�Ar��,�'.� Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 AD COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MITek Industries,Inc. Mon Aug 2010:16:52 2001 Page 1 -1-7-0 5-1-14 9-8-0 14-0-D 9-4 1-7-0 5-1-14 4-6-2 4-4-0 5-4- 4x4 4 5.D0 12 2x4` 3x4 5 3 71 CV 1 7 3x6= 3x8= 2x4 11 9-8-0 14-0-0 9-4 9-8-0 4-4-0 -4- Plate Offsets X 2:0-1-6 0-0.6 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Inc) I/de0 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,31 Vert(LL) -0.16 2-7 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.26 BC 0.55 Vert(TL) -0.29 2-7 1-574 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 6 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:58 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-0 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end vertleals. BOT CHORD 2 X 4 DF No,2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G"Except' 5-6 2 X 4 OF Std-G REACTIONS (lb/size) 2=617/0-3-8,6=501/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-863,34=493,4-5=-481,5-6=491 BOT CHORD 2-7=745,6-7=28 WEBS 3-7=-374,4-7m63,5-7=429 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-8,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Q ' C01817" Exp.6 rc olRir' ING TO BF ti5r'_U laa[NC r MP1'1rFntrl'UF�G �jq Cr FCriS"TfaJS�FS��'tW'dC:. OF q�\F E3Y t}N1V��S`.°-TFtrJ��• CNTANA,GA Job ' Truss Truss Type City Ply RICHMOND AMJMANNY E-2255 AD1 COMMON 1 2 Universal Truss,Inc.,Fontana,CA ZIP 92336 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:53 2001 Page 1 -1-7-0 5-4-0 9-8-0 14-0-0 19-4-0 1-7-0 5-4-0 4-4-0 4-4.0 5-4.0 4x4= DRAG 3500# 4 5.00 F1 z 3x5-5- 3x5� 5 rl 106 1 3x8= 9 8 11 12 2x5 11 48= 2x5 11 3x8= 5-4 0 9-8-0 14-0-0 19-4-0 5-4-0 4-4-0 4-4-0 5-4-0 Plate Offsets X 7:0-1-0 0-2-12 9:0-1-0 0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-9 ;,999 M20 2201195 TCDL 14.0 Lumber Increase 1.26 BC 0.77 Vert(fL) -0.11 2-9 3,999 SCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.02 7 n/a BCDL 7.0 Code USC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:138 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 4-8-15 on center purlin spacing. BOT CHORD 2 X 6 DF No.2-G SOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Std-G r� REACTIONS (lb/size) 6=-293/0-3-8,2=2721/0-3-8,7=2971/0-3-8 ( � L^7�- Max Harz 2=3523(lood case 5) � Max Upiift6n-638(load case 5) Max Grav2=3637(load case 6),7=3534(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=39,2-3=-4261,3-4=-1721,4-5=-1725,5-10=1131,6-10=1007 BOT CHORD 2-9=3895,8-9=3895,8-11=-985,7-11=-985,7-12--985,6-12=-985 WEBS 3-9=1919,3-8=-2669,4-8=1066,5-8.2862,5-7=-2711 NOTES 1)2-ply truss to be connected together with 1od Com man(.1 48"x3l Nails as follows: Top chords ccnnacted with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected as follows:2 X 4-1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97, 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 638 Ih uplift at joint 6. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2--60,0,2-3=-60.0,3-4--60.0,4-5=-60.0,5-10=-60.0,6-10--60.0,2-9=-360.1,8-9=-360.1,8-11=-360.1, n �StS�Q ' 7-11--14.0,7-12=-14.0,6-12=-14,0 Q �� 6)User defined:Lumber Increase■l.33,Plate Increase=1.33 Uniform Loads(pli) ' G'%,i,, Vert:1-2=-60.0,2-3--139.6,3-4=-139.2,4-5=19.2,5-1 Dal 9.6.2-9=-360.1,8-9=-360.1,8-11=-360.1,7-11=-14.0. 7-12=-14.0 Harz:2-3=-453.5,3-4=-456.0,4-5=-456.0,5-10=453.5 ?� 0011817 � 6)User defined:Lumber Increase=1.33,Plate Increase-1.33 _ - Uniform Loads(plf) xP' Vert:1-2=-60.0,2-3=19.6,3-4=19,2,4-5=-139.2,5-10=-139.6,2-9=-360.1,8-9=-360.1,8-11-360.1,7-11=-14.0, yC� 7-12=-14.0 Harz:2-3=453.5,3-4=456.0,4-5=456.0,5-10=453.5 �`gT�C 0F TRUSS ENGINEERING TO SE USEt) ONLY FOR TRUSSES MANUFACTI)REG BY UNIVERSAL TRUSS. INC. Job Truss Truss Type Oty Ply RICHMOND AM./MANNY E-2255 AD2-2 COMMON 1 1 Universal Truss,Inc„Fontana,CA TIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 2010:16:54 2001 Page 1 -1-7-0 5-1-14 9-8-0 14-0-0 19-4 1-7-0 5-1-14 4-6-2 4-4-0 5-4 4x4= DRAG 1�Q 12 3x4= 2x4 4x8= 5 3 1-2-8 1-2-8 N Q 1 7 6 3x6= 3x8= 2011 9-8-0 14-0-0 19-4 9-8-0 4-4-0 5-4 Plate Offsets 2:0-1-6 0-0-6 5:0-1-12 ed e LOADING(psf) SPACING 2-0-0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.16 2-7 y999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.28 2-7 >573 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 5 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:73 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 3-7-12 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G*Except. 5-6 2 X 4 DF Std-G OTHERS 2 X 3 DF Stud-G"Except" 5-8 2 X 4 DF Std-G REACTIONS (lb/size) 5=497/0-3-8,2=612/0-3-8 Max Horz 2=-1736(load case 6) Max Uplift2m-2(load case 6) Max Grav 5=808(load case 6),2■1227(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-850,3-4=-479,4-5=-466,6-8=5,5-8=11 BOT CHORD 2-7=734,6-7=27 WEBS 3-7=-376,4.7=60,5-7=422 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable studs spaced at 1-4-0 on center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads per Table No.16-13,USC-97. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 2. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. —p�c .. 10)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use �e�Q� u+]IQ/�/'9 of this truss. W LOAD CASES) Standard Except: �lV��(��✓P� 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 rlj �T Uniform Loads(plf) ' Vert:1-2=-60.0,2-3=-115.8,3-4=-113.3,4-5=-6.7,2-7=-14.0,6-7=-14.0,5-8=-28,0 U 018175 ' Horz:2-3=-293.5,3-4--307.2,4-5=-307.2 CC EX -3 6)User defined:Lumber Increase=1.33,Plate Increase=1.33 P' % Uniform Loads(plf) Vert:1-2=-60.0,2-3=-4.2,3-4=-6.7,4-5=-113.3,2-7=-14,0,6-7=-14.0,5-8=-28.0 �' C Horz:2-3=293.5,3-4=307.2,4-5=307.2 "TRUSS'ENGINEERING TO BE USEl1 ONLY FOR TRUSSES MANUFACTURE1, OF BY UNIVERSAL TRUSS, INC. 70;1TANIA,(;A Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 AD2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTak Industries,Inc. Mon Aug 20 10:16;55 2001 Page 1 -1-7-0 6-1-14 9-8-0 14-0-0 19-4 1-7-0 5-1-14 4-6-2 4-4-0 5-4 44= 5.00 F12 3x4= 4x8= 20- 5 3 8N R N 2 1 I Ul 7 6 3x6 3x8= 2x4 11 9-8-0 14-0-0 19-4 9-8-0 4-4-0 5-4 Plate Offsets 2:0-1-6 0-0- 5:0-1-12 ed e LOADING(psi) SPACING 2-0-0 CSI PEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.30 Vart(LL) -0.16 2-7 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.28 2-7 >573 SCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 5 n/a BCDL 7.0 Code UBC971ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:59 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 6.0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF Nc.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G"Except' 5-6 2 X 4 DF Std-G OTHERS 2 X 4 DF Std-G REACTIONS (lb/size) 5=497/0-3.8,2m612/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-850,3-4=-479,4-5=-466,6-8=5,5-8-11 SOT CHORD 2-7=734,6-7■27 WEBS 3-7-376,4-7=60,5-7=422 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97, 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)5 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ( H. r, rn 817 1 Exp.fi-3 TRUSS EN GINEERING TO BE USED OI F..._ ONLY FOR TRUSSES MANUFACTURFG f3Y UNIVERSALTRU13S,IM(- FQtd C',A. Job Truss Truss Type Qty Ply RICHMONd AMJMANNY E-2256 BA-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92336 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:55 2001 Page 1 -1-7-0 5-6-14 10-6-0 16-5-2 21-0-0 22-7-0 1-7-0 5-6-14 4-11-2 4-11-2 5-6-14 1-7-0 4x4= ©RAG 250 PLF 5,00 F12 2x4\\ 2x4 3 5 8 �I1 7 Io 5xs= 10 9 8 5xG= 3x4= 4x5= 3x4= 7-2-10 13-9-6 21-0-0 7-2-10 6-6-13 7-2-10 Plate Offsets :0-2-5 ed a 6:0-2-5 ed a 9:0-2-8 ed e LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.14 8-10 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0,80 Vert(TL) -0.20 8-10 a999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(fL) 0.11 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:101 lb LUMBER BRACING TOP CHORD 2 X 4 DF No,2-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 4-7-4 on center bracing. WEBS 2 X 3 DF Stud-G OTHERS 2 X 3 DF Stud-G REACTIONS (lb/size) 6=87010-3-8,2=870/0-3-8 Max Horz 2=-5177(load Case 5) Max Upllfte=-243(load case 6),2=-243(load case 5) Max Grav 6=1983(lood case 5),2=1983(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2-35,2-3=-1496,3-4■-1301,4-5=-1301,5-6m-1496,6-7=35 BOT CHORD 2-10=1316,9-10=903,8-9=903,6-8=1316 WEBS 3-10-282,4-10=409,4-8=409,5-8■-282 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable studs spaced at 1-4-0 on center, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift at joint 6 and 243 lb uplift at joint 2. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:2-10=-14.0,9-10=-14.0,8-9=-14.0,6-8=-14.0,1-2=-60.0,2-3=48.6,3-4=44.2,4-5=-164.2,5-5=-168.6, VE . Horz:2-3=575.7,3-4=600.0,4-5=600.0,5-6575,7 / 6)User defined:Lumber Increase=1.33,Plate Increase■l.33 Uniform Loads(pig Vert:2-10m-14.0,9-10=-14.0,8-9=-14.0,6-8--14.0,1-2=-60.0,2-3=-168.6,3-4=-164.2,4-5=44.2,5-6=48.6, CO 6-7=-60.0 Horz:2-3=-575.7,34=-600.0,4-5=-600.0,5-6=-575.7 Go gib Exp.6-W .� TRUSS ENGINEERING TO BE USED ONLY FOR TRUSSES MANUFACTUREC BY UNIVERSAL TRUSS,INC. FONTANA,CA Job Truss Truss Type Oty Ply RICHMOND AM.1MANNY E-22$5 BA COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92336 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 2010:16:56 2001 Page 1 -1-7-0 5-6-14 10-6-0 15-5-2 21-0-0 22-7-0 1-7-0 6-6-14 4-11-2 4-11-2 5-6-14 1-7-0 4x4= 5.00 F12 2x4\\ 2x4 3 5 6 cc t 7 I© 3x4= 10 9 8 3x4= 3x4= 3x4= 3x4= 7-2-10 13-9-6 21-0-0 7-2-10 6-5-13 7-2-10 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (too) Waft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,29 Vert(LL) -0.06 2-10 -999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.14 2-10 ;-999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(fL) 0.04 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/detl=360 Weight:80 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-8-4 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid calling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (lb/size) 6=870/0-3-8,2=870/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2=35,2-3=-1496,3-4=-1301,4-5=-1301,5-6■-1496,6-7=35 BOT CHORD 2-10=1316,9-10=903,8.9■903,6-8■1316 WEBS 3-10=-282,4-10=409,4-8=409,5-8=-282 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard � -iM ow R l TRUSS ENGINEERING TO BE USEL) UP.6-30- ONLY FOR TRUSSES MANUFACTURED BY UNIVERSALTRUSS, INC. FONTANA.CA OFCR�\ Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BA1 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MITek Industries,Inc. Mon Aug 20 10:16:57 2001 Page 1 -0 0 5-3-14 10-3-0 15-2-2 20-9-0 0-3-0 5-3-14 4-11-2 4-11-2 5-6-14 4x4= 3 DRAG 2ZQ0# 5.aa 112 2x4 2x4 4 q. 1 5 Io 8 7 8 _ 4x5= 3x4= 3X4= 3x4 45 -0 0 6-11-10 13-6-6 20-9-0 0-3-0 6-11-10 6-6-13 7-2-10 Plate Offsets X 6:0-1-10 ed e LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lac) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.08 6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.16 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0,20 Horz(TL) 0.07 5 n/a BCDL 7.0 Code UBC97/ANSI96 (Matrix) tat LC LL Min I/dell�360 Weight:74 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-2-15 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (ib/size) 5=757/0-3-8,1=757/0-3-8 Max Harz 1=-2250(load case 6) Max Grav 5=1250(load case 6),1=1250(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2m-1477,2-3=-1291,3-4=-1317,4-5=-1515 BOT CHORD 1.8=1294,7-8=902,6-7■902,5-6=1338 WEBS 2-8=-263,3-8=394,3-6=433,4-6=-296 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)Load case(s)5,6 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5)User defined:Lumber Increase■1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-8=-14.0,7.8=-14.0,6-7=-14.0,5-6=-14.0,1-2=-110.1,2-3=-105.8,3.4=-14.2,4-5=-12.2 Harz:1-2■-241.4,2-3=-264.0,3-4a-264,0,4-5=-253.3 6)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-8=-14.0,7-8--14.0,6-7=-14.0,5-6=-14.0,1-2=-9,9,2-3=-14.2,3-4=-105.8,4-5=-107.8 5ro Horn:1-2=241.4,2-3=264.0,3-4=264.0,4-5=253.3 H. Ca 018175 '� TRUSS ENGINEERING TO BE USED FXp.6-30-d OKY FOR TRUSSES MANUFACTUREt, BY UNIVERSAL,TRUSS, INC. � IV FONTANA,CA L�F 1 ��.1�r Job • Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BA2 COMMON 1 2 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:58 2001 Page 1 -or3-n 5-6-5 10-3-0 14-11-11 20-9-0 0-3-0 5-6-5 4-8-11 4-8-11 5-9-5 4X4= 3 DRAG=4E900 3xa_ 3x4_ 4 d t gi 5 Io 9 8 7 6 5x7= 2x511 5x8= 5x6- 2X511 3x12— 0 10-3-0 14-11-11 20-9-0 0-3-0 5-6-5 4-8-11 4-8-11 5-9-5 Plate Offsets 1:0-1-13 0-0- 5:1-0-13 0-1-3 6:0-1-0 0-2-12 8:0-4-0 0-2-12 :0-1-0 0-2-12 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.12 6-8 >999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.67 Vert(fL) -0.25 6-8 y978 BOLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 5 n/a BCDL 7.0 Code UBC97/ANS196 (Matrix) 1st LC LL Min I/deg=360 Weight:198 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-4-6 on center purlin spacing. SOT CHORD 2 X 6 DF SS-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Sid-G REACTIONS (lb/size) 1=4108/0-3-8,5=4108/0-3-8 Max Harz 1■-4092(load case 6) Max Grav 1=49790oad case 5),5=4979(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-7861,2-3=-5498,3-4=-6499,4-5=-8054 DOT CHORD 1-9=7161,8-9■7161,7-8=7389,6-7=7389,5-6=7389 WEBS 2-9=1792,3-8=3887,4-6=1851,2-8m-2383,4-8=-2637 NOTES 1)2-ply truss to be connected togetherwith 10d Common(.1 48NT)Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected as follows:2 X 4-1 row(s)at 0-9-0 an center. 2)This truss has been checked for unbalanced loading conditions. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI(rPI 1-1995 criteria. 7)Load oaso(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-341.6,8-9=-341.6,7-8=-341.6,6-7341.6,5-6=-341.6,1-2=-60.0,2-3=-60.0,3-4--60,0,4-5--60,0 5)User defined;Lumber Increase=1.33,Plato Increase=1.33 Uniform Loads(plf) S. . Vert:1-9=-341.6,8-9=-341.6,7-8=-341.6,6-7=-341.6,5-6=-341.6,1.2■-147,6,2-3=-143.3,3-4=23.3,4-5=23.7 H. Harz:1-2=-455.7,2-3=-480.0,3-4=-480.0,4-5=-477.9 6)User defined:Lumber Increase=1.33,Plate Increase=1.33 C� Uniform Loads(plf) Vert:1-9■-341.6,8-9=-341.6,7-8=-341.6,6-7*341.6,5-5-341,6,1-2=27.6,2-3=23.3,3-4=-143.3,4-5=143.7 W rn Harz:1-2=456.7,2-3=480.0,3-4=480.0,4-5=477.9 a= 1 5 p.6-3 -TRUSS ENGINEERING T4 BE USED F pF C�,�r�� ONLY FOR TRUSSES MANUi=ACTUREG BY UNIVERSAL TRUSS.INC_ FONTANA,CA r Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BA3 CAL HIP 1 2 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:59 2001 Page 1 3-11-6 6-6-6 74-11 10-8-12 13-7-5 4-5-1 17-0-11 21-0-0 22-7-0 3-11-6 2-7-0 0-10-5 3-4-1 2-10-9 0-10-5 2-7-0 3-11-5 1-7-0 48= 5.00 BRAG =2200# 20 11 7 48= 3 5 1 2x4-Z�72 "4 8 '7 9 Lu 10I 14 17 13 12 18 11 3x6= 3x4= 30- 3x9= 3x4= 3x6= 6-6-6 10-8-12 14-5-10 21-0-0 6-6-6 4-2-6 3-8-14 6-6-6 Plate Offsets :0-4-0 0-0-8 6:0-4-0 0-0-8 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.26 TC 0.22 Vert(LL) -0.09 12 :-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.17 12 >999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0,07 9 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:174 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 5-11-3 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G"Except" 6-12 2 X 6 DF No.2-G REACTIONS (lb/size) 1=1644/0-3-8,9=1756/0-3-8 Max Harz 1m2556(lood case 5) Max Grav 1=2112(load case 5),9=2225(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-3608,2-3=-3609,3-4=-24,3-15=-3825,5-15=-3825,5-16=-3825,6-16=-3826,6-7=-24,6-8=-3578,8-9=-3585,9-10=35 BOT CHORD 1-14=3269,14-17=3381,13-17=3381,12-13=3381,12-18=3350,11-18'3350,9.11=3233 WEBS 2-14=137,3-14■132,3-12=528,5-12=-547,6-12=587,6-11-113,8-11=141 NOTES 1)2-ply truss to be connected together with 10d Common(.148'x3l Nails as follows: Top chords connected with 1 row(s)at 0-8-0 on center. Bottom chords connected with 1 row(s)at 0-9-0 on center. Webs connected as follows:2 X 3-1 row(s)at 0-9-0 on center,2 X 6-2 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads per Table No.16-8,UBC-97. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)This truss has been designed with ANMPI 1-1995 criteria. 9)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1,25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2--60,0,2-3=-60.0,34=-60.0,3-15=-28.0,5-15=-136.9,5-16=-136.9,6-16=-28.0,6-7=-60.0,6-8■-60,0, 8-9— 60.0,1-14=-31.9,14-17=-31.9,13-17=-31.9,12-13=-31.9,12-18=-31.9,11.18=-31.9,9-11=-31.9 ConcentratedDads(lb) Vert:3=439 6=439 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) rU Vert:1-2=-110.9,2-3=-101,5,3-4=-131.9,3-15=-28.0,5-15=-136.9,5-16=-136.9,6-16=-28.0,6-7=11.9,6-8=-18.5, I cc: C01817 8-9=-9.1,9-10--60.0,1-14=-31.9,14-17=-31.9,13-17m-31.9,12-13=-31.9,12-18=-31.9,11-18=-31.9, EXp,6.30-05 9-11=-31,9 HorzDrag:3-1 5 Z 9.9,2--15 18 5 0,5-16 3 9 5.0,6 163.9,-8=-318.3,8-9=-? 'ENGINEERING TO BE USED �f9 CW Concentrated Loads(lb) ONLY FOR TRUSSES MANUFACTURED OF CA�-� Vert:3=439 6=439 BY UNIVERSAL TRUSS, INC, 6)User defined:Lumber Increase-1.33,Plate Incre2se=1.33 F UNT,4GJA,CA Continued on page 2 Job Truss Truss Type Qty Ply RICHMOND AM.MIANNY E-2255 BA3 CAL HIP 1 2 Universal Truss,Inc.,Fontana,CA TIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:16:59 2001 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=3.1,2-3=-18.5,3-011.9,3-15=-28.0,5-15=-136.9,5-16=-136.9,6-16=-28.0,6-7=-131.9,6-8=-101.5,8-9=-1 10.9,9-10-60.0,1-14=-31.9,14.17=-31.9, 13-17=-31.9,12-13=31.9,12-18=-31.9,11-18=-31.9,9-11=-31.9 Horz:1-2■259.9,2-3=318.3,3-4=183.9,6-7=183.9,6-8=318.3,8-9=259.9 Drag:3-15=115.0,5-15=115,0,5-16=115.0,6-16=115.0 Concentrated Loads(ib) Vert:3=-439 6=-439 c� i c C 175 TRUSS ENGINEERING TO BE USED � EXp.6-30.05 ONLY FOR TRUSSES MANUFACTURED BY UNIVERSAL TRUSS,INC. FONTANA,CA F Job Truss Truss Type 4ty Ply RICHMOND AMJMANNY E-2255 BA4 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Man Aug 2010:17:00 2001 Page 1 3-11-6 6-6-6 9-4-11_ �10-5-0,11-7-5, 14-5-10 17-0-11 21-0-0 22-7-0 , r i 3-11-6 2-7-0 2-10-5 1-1-5 1-1-5 2-10-5 2-7-0 3-11-5 1-7-0 7 5.Do F,2 44- 4x4� 3x4= 3 14 5 /5 2x4 2x4 8 N 8 two 13 12 11 3x5 3x8= 3x4= 3x8= 3x5= 6-6-6 14-5-10 21-0-0 6-6-6 7-11-5 6-6-6 LOADING(psf) SPACING 2-0-0 CS1 DEFL (in) (lac) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.26 TC 0.46 Vert(LL) -0.09 11-13 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.21 11-13 s999 BCLL 0.0 Rep Stress Inor YES WB 0.19 Horz(TL) 0.05 9 n/a BCDL To Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl=360 Weight:88 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-13 TOP CHORD Sheathed or 4-4-11 on center purlin spacing. SOT CHORD 2 X 4 DF No.2-13 BOT CHORD Rigid ceiling directly applied or 10-D-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (Ib/size) 1=839/0-3-8,9=951/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1764,2-3=-1669,3-4=-71,3-14=-1549,5-14=-1649,5-15=-1534,6-15=-1534,6-7=-71,6-8=-1643,8-9=-1728,9-10=35 BOT CHORD 1-13=1571,12-13=1727,11-12=1727,9-11=1532 WEBS 2-13=-15,3.13=241,5-13=-214,5-11=-233,6-11=228,8-11=13 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise Indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,USC-97, 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Uj Exp. CrIGINEERING TO®E USED �� Exp.6- 0 5 ONLY Fon'I'RU5St5 MANUFACTURE F, BY UNIVERSAL TRUSS,INC. FONTANA,CA Job ' Truss Truss Type Oty Ply RICHMOND AMJMANNY E-2255 BB-2 COMMON 1 1 Universal Truss,Inc„Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 20 10:17:012001 Page 1 -1-7-0 , 6-10-14 13-2-0 19-5-2 26-4-0 127-11-0, r � � 1-7-0 6-10-14 B-3-2 6-3-2 6-10-14 1-7-0 3x4= 3x4 5 3x4zz DRAG = 3500# 6 5.00 12 2x4\\ 2x4 3 7 1-2-8 1-2-8 c1 8 9)� 4x7= 11 10 4x7= 3x4= 5x6= 8-10-10 17-5-6 26-4-0 8-10-10 8-6-12 8-10-10 Plate Offsets CA.Y :0-0-10 ed a a 5:0-2-0 ed 8:0-0-10 ed a 10:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0,15 10 >999 M20 2201195 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.28 2-11 >999 BCLL 0.0 Rep Stress Incr NO WS 0.39 Horz(TL) 0.13 8 n/a SCOL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min 1/defi=360 Weight:143 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid coiling directly applied or 7-11-3 on center bracing. WEBS 2 X 3 DF Stud-G OTHERS 2 X 3 DF Stud-G REACTIONS (lb/size) 2=106710-3-8,8=1067/0-3-8 Max Harz 2=3646(load case 5) Max Grav2=1846(load case 5),8=1846(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1918,3-4=-1683,4-5=-148,5-6=-148,6-7=-1683,7-Sn-1918,8-9=35 BOT CHORD 2-11=1694,10-11=1251,8-10=1694 WEBS 3-11=-351,4-11=482,6-10®482,7-10=-351,4-6=-1128 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable studs spaced at 1-4-0 on center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No,16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASES) Standard Except: 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-120.3,3-4=-118.3,4-6 -118.3,5-6=-1.7,6-7=-1.7,7-8=0.3,8-9=-60.0,2-11=-14.0,10-11u-14,0, 8-10=-14.0 Harz:2-3=-325.0,3-4C-335.0,4-5--336,0,5-6=-336,0,6-7=-336.0,7-8=-325.0 ����® ffis 6)User defined:Lumber Increase■1,33,Plate Increase=1.33 wQ �-( H, Uniform Loads(plf) Vert:1-2a-60.0,2-3=0.3,3-4=-1.7,4-5=-1.7,5-6=-118.3,6-7=-118.3,7-8=-120.3,8-9=-60.0,2-11=-14.0,10-11=-14.0, 8-10=-14.0 Z3 cT rrt Harz:2-3=325.0,34=336.0,4-5=336.0,5-6=336.0,6.7=336.0,7.8=325,0 LU 7 EXP.6-3 TRUSS ENGINEERING TO BE USED ONLY FOR TRUSSES MANUFACTURED (] BY UNIVEf1SAL TRUSS, INC. FONTANA,CA Job ' Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BB COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:01 2001 Page 1 -1-7-0 6-10-14 13-2-0 19-5-2 25 4-0 27-11-0 1-7-0 6-10-14 6-3-2 6-3-2 6-10-14 1-7-0 3x4= 3x4� 5 3x4z:� 4 6 5.00 r 12 2x4 2x4 3 7 8 9(� 01 0 3x5 11 10 3x5= 3x4= 5x6= 8-10-10 17-5-6 26-4-0 8.10-10 8-6-12 8-10-10 Plate 4ffsat$ X 5:0-2-0 ed a 10:0-3-0 0-3-0 LOADING (psQ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.13 2-11 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.29 2-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.39 Harz(TL) 0.06 8 n/a BCDL 7,0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/dell=360 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-9-2 on center purlin spacing. BOT CHORD 2 X 4 DF No,2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (lb/size) 2=1067/0-3-8,8=1067/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1918,3-4=-1683,4.5m-148,5-6=-148,6-7=-1683,7-8=-1918,8-9=35 BOT CHORD 2-11=1694,10-11.1251,8-10=1694 WEBS 3-11=-351,4-11=482,6-10=482,7-10=-351,4-6■-1128 NOTES 1)This truss has been checked for unbalanced loading conditions, 2)All plates are M20 plates unless otherwise Indicated, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard H �LU 7 TRUSS ENGINEERING TO BE USED Exp.6-30- ONLY FOR TRUSSES MANUFACTUREr, BY UNIVERSAL TRUSS, INC. IV Ft7h!T ANA,CA QF Gr Job Truss Truss Type Oty Ply RICHMOND AMAV ANNY E-2255 BB1 COMMON 1 2 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MITek Industries,Inc. Man Aug 20 10:17:02 2001 Page 1 3-9-1 6-5-8 13-2-0 19.10-8 22-6-15 26-4-0 27-11-0 3-9-1 2-8-7 6-8-8 U-8-8 2-8-7 3-9-1 1-7-0 4x6= 4 5.00 F12 4x6r- 4x5 3 5 2x4� 2x4 B . 1 7 �}( 8 I-+ 4x14= 12 11 15 10 9 4x5= 7x6= 50 7x6= 4x6= 6-5-8 9-6-0 16-10-0 19-10.8 26-4-0 6-5-8 3-0-8 7-4-0 3-0-8 6-5-8 Plate Offsets X 3:0-1-12 0-2-0 40-2-12 0-1-4 5:0-1-0 0-2.0 7:0-3-5 0-0 :0-2-4 0-2-0 10:0-3-0 0-4-8 11:0-3-8 0-2-A 12:0-2.0 D-5-0 LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.81 Vert(LL) .0.07 1-12 ;-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.34 1-12 �907 BCLL 0,0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.07 7 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:306 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 2-7-1 on center purlin spacing. BOT CHORD 2 X 6 OF No.2-G*Except* BOT CHORD Rigid calling directly applied or 10-0-0 on center bracing. 1-10 2 X 6 OF SS-G WEBS 2 X 4 OF Std-G"Except" 3-12 2 X 8 OF SS-G,5-9 2 X 8 OF SS-G OTHERS 2 X 4 OF Std-G REACTIONS (lb/size) 1=6099/0-3-8,7=2391/0.3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-12746,2-3=-12550,3-4=-7615,4-5=-5081,5-6=-5254,6-7=-5382,7-8=39 BOT CHORD 1-12=11741,11-12■11579,11-15=4323,1D-15=4323,9-10=4849,7-9■4907 WEBS 2-12=-181,3-12=5615,3-11=4105,4-11=4732,4-10=644,5-10=-295,5-9=49,6-9=-65 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3')Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 1 row(s)at 0-9-0 on center. Webs connected as follows:2 X 4-1 row(s)at 0-9-0 on center,2 X 8-2 row(s)at 0-9-0 on center. 2)Special connection required to distribute bottom chord loads equally between all plies. 3)This truss has been checked for unbalanced loading conditions. 4)Except as shown below,special connaction(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Standard Except; 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7■-60,0,7-8=-60.0,1-12=-360.1,11-12=-14.0, �`J �'C H. 11.15--14.0,10-15=-14.0,9.10■-14.0,7-9=-14.0 - Concentrated Loads(Ib) V - Vert:12=-420015■-75 d a 0 1 5 T RUSS ENGINEERING TO BE.USED EXP.6-3 -0 r G*iLY FOR TRUSSES MANUFACTUREL / BY UNIVERSAL.TRUSS,INC. FONTANA,CA "9j 0 CAS-�F9 Job Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BB2- COMMON 11 Universal Truss,Inc.,Fontana,CA ZIP 92335 .4.0-32 s Feb 161999 MiTek Industries,Inc. Mon Aug 2010:17:03 2001 Page 1 -7-0 6-7-0 12-10-2 19-9-0 21-4-0 7-0 6-7-0 6-3-2 6-10-14 1-7-0 3x4= 5.00 F12 3x4—� 3012�- 4 3x4- 2x4 1 5 6 /1? 0 9 13 8 3x5= 2x4 11 30= 5x5= -7-0 2-3-10 10-10-6 19-9-0 7-0 2-3-10 8-6-12 8-10-10 Plate Offsets 1:0-1-8 0-1.4 8:0-2-6 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,99 Vert(LL) -0.15 6-8 ;-999 M20 220/195 TOOL 14.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.34 6-8 >678 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0,02 6 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:94 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 1-6-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 3 OF Stud-G"Except" 1-10 2 X 4 OF Std-G OTHERS 2 X 6 OF No.3-G REACTIONS (lb/size) 10=766/0-3-8,6=853/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2-506,2.3a-127,3-4=84,4-5=-1140,5-6=-1397,6-7=35,1-10=-874 BOT CHORD 9-10=-19,9-13=668,8-13=668,6-8=1221 WEBS 1.9=787,2-9--428,4-8=589,5-8=-447,2-4=-666 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No,16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSVTPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-50.0,3-4s-60.0,4-5=-60.0,5-6=-60.0,6-7=-60.0,9-10=-14.0,9-13=-14.0,8-13=-14.0, 6-8=-14.0 Concentrated Loads(lb) Vert:13=-75 Uj 1 5 TRUSS ENGINEERING TO BE USEU * Eq1 6-30- - ONLY FOR TRUSSES MANUFACTURED (P v � BY UNIVERSAL TRUSS,INC. ���F CA1.�F®� FONTANA,CA Job Truss Truss Type Qty Ply RICHMOND AMJMANNY E-2255 B132-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:04 2001 Page 1 .7.0 6-7-0 12-10-2 19-9-0 21-4-0� 7-0 6-7-0 6-3-2 6-10-14 1-7-0 3x4= DM&13500# 3x4, 3x4,::-- a 4x4�— 2x4 1 5 1-2-8 1-2-8 Ci 711 9 37 8 5x6= 2x4 11 40= 5x8= -7-0 2.3-10 10-10-6 19-9-0 7-0 2-3-10 8-6-12 8-10-10 Plate Offsets 1:0-1-12 0-2-0 6:0-2-9 edge 8:0-3-0 0-3-0 10:0-1-0 0-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.14 6-8 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0,94 Vert(TL) -0,32 6-8 >732 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.10 6 We SCDL 7.0 Code U8097/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:120 lb LUMBER BRACING TOP CHORD 2 X 4 OF 240OF 2.0E-G"Except* TOP CHORD Sheathed. 3-7 2 X 4 OF No.1&Btr-G SOT CHORD Rigid ceiling directly applied or 1-3-0 on center bracing. SOT CHORD 2 X 4 OF No.2-G WEBS 2 X 3 OF Stud-G"Except" 1-10 2 X 4 OF Std-G OTHERS 2 X 3 OF Stud-G REACTIONS (lb/size) 10=766/0-3-8,6=853/0-3-8 Max Horn 10=-3502(lcad case 6) Max Uplift6=-315(load case 5) Max Grav 10=1423(load case 5),6®2021(load case 6) FORCES Qb)-First Load Case Only TOP CHORD 1-2=-502,2-3=-123,3-4■94,4.5=-1142,5-6=-1399,6-7=35,1-10=-867 BOT CHORD 9-10=-19,9.37=671,8-37=671,6-8=1223 WEBS 1-9=784,2-9=-436,4-8=591,5-8=445,2-4=-674 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 1-4-0 on center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-STRUSS ENGINEERING TO BE USEU UBC-97. ONLY FOR TRUSSES MANUFACTURED 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 lb uplift at joint 6. BY UNIVERSAL TRUSS,INC. 8)This truss has been designed with ANSVTPI 1-1995 criteria. rON TANA,CA 9)Load case(s)1,5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. NVEMo LOAD CASE(S) Standard Except: /�Q H, 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) �} o Vert:1-2=-60.0,2-3=-60,0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7=-60.0,9-10-14.0,9-37=-14.0,8-37=-14.0, 6-8=-14.0 rr1 k Concentrated Loads(lb) 87 J Vert:37=-75 EXp 6-3 5)User defined:Lumber Increasea1.33,Plate Increase=1.33 .� Uniform Loads(plf) Vert: 2-3=-135.0,3-4=15.0,4-5-15,0,5-6=17.5,6-7=-60.0,9-10=.14.0,9-37=-14.0,8-37=-14.0, 6-8 -14p Horz:1-2=-432.0,2.3=-432.0,3-4=-432.0,4-5=432.0,5-6-417.9 Concentrated Loads(lb) Vert:37--75 Continued on paue 2 Jab ' Truss Truss Type City Ply RICHMOND AM.(MANNY E-2255 BB2-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1299 MITek Industries,Inc. Mon Aug 20 10:17:04 2001 Page 2 LOAD CASE(S) 6)User defined:Lumber Increase=1.33,Plate Increasea1.33 Uniform Loads(plo Vert;1-2=15.0,2-3=15.0,34=-135.0,4-5=-135,0,5-6=-137.5,6-7=-60.0,9-10--14.0,9-37=-14.0,8-37■-14.0,6-8=-14.0 Horz;1-2=432.0,2-3=432.0,3-4=432.0,4-5=432,0,5-6=417.9 Concentrated Loads(lb) Vert:37=-75 QQ,pFES C018 75 EXP.6-30- `t1 c l "RUSS ENGINEERING TQ BE USED OF ONLY FOR TRUSSES MANUFACTURED By UNIVERSAL TRUSS,INC. F ONTANA,CA Jab " Truss Truss Type Oty Ply RICHMOND AMJMANNY E-2265 BB2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:05 2001 Page 1 -7-0 6-7-0 12-10-2 19-9-0 21-4-0 7-0 6-7-0 6-3-2 6-10-14 1-7-0 3x4= 5,a0 FIT : 3x4. 4 3x4-:' 2x4 1 5 6 7 Io 9 11 8 3x5- 2x411 3x4= 5x5= -7-0 2-3-10 10-10-6 19-9-0 7-0 2-3-10 8-6-12 8-10-10 Plate Offsets X 1:0-1-8 0-1-8 8:0-2-8 0 3 4 LOADING (psQ SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,99 Vert(LL) -0.15 6-8 :-999 M20 2201195 TOOL 14.0 Lumber Increase 1.25 BC 0.66 Vert(TQ -0.34 6-8 >678 BCLL 0.0 Rep Stress Incr NO WS 0.35 Horz(TL) 0.02 6 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:82 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 1-6-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 3 OF Stud-G,*Except' 1-10 2 X 4 OF Std-G REACTIONS (lb/size) 10=766/0-3-8,6=853/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2■-506,2-3=-127,3-4=84,4.5■-1140,5-6=-1397,6-7=36,1-10s-874 BOT CHORD 9-10=-19,9-11=668,8-11=668,6-8=1221 WEBS 1-9=787,2-9n-428,4-8=589,5-8=-447,2-4=-666 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No,16-13,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss, LOAD CASES) Standard Except: 1)Regular:Lumber Increase■1.25,Plate Increase=1.26 Uniform Loads(plo Vert:1-2=-60.0,2-3=-60.0,3-4m-50.0,4.5=-60,0,5-6=-60.0,6-7=-60.0,9-10-14.0,9-11=-14.0,8-11=-14.0, 6-8=-14.0 Concentrated Loads(ib) Vert:11=-75 ,o?ESS 175 � �.s- fir,r TRUSS ENGINEERING TO BE USED ONLY FOR TRUSSES MANUFACTUREG BY UNIVERSAL TRUSS. INC, FON'TANA,CA 'Job Truss Truss Type City Ply RICHMONO AM./MANNY E-2255 13D-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92336 4.0-32 s Feb 16 1999 MiTek Industries,Inc. Mon Aug 20 10:17:05 2001 Page 1 -1-7-0 6-11-0 13-10-0 154-0 1-7-0 6-11-0 6-11-0 1-7-0 4X5= 3 5.00 12 j"4 Li 5 I 6 3x4= 2X411 30= 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets 3:0 LOADING (psi) SPACING 2-0-0 CSI DEFL On) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.04 2-6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.09 2.6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(fL) 0.01 4 n/a BCDL 7.0 Code USC97/ANSI95 (Matrix) 1st LC LL Min Vdefl=360 Weight:55 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G OTHERS 2 X 3 OF Stud-G REACTIONS (lb/size) 2=605/0-3-8,4d6O5/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-807,3-4a-807,4-5=35 BOT CHORD 2-6=674,4-6=674 WEBS 3-6=135 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise Indicated. 3)Gable studs spaced at 1.4-0 on center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Q6ytSFCa�R10, / CC C018175 TRUSS ENGINEERING TO BE USED � Exp.6 01`412(F'OR TRUSSES MANUFACTUREL BY tiNIVERSAL TRUSS, INC. FONTANA,CA � �� Jab ^ Truss Truss Type Qty Ply RICHMOND AM.MIANNY E-2265 BD COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 2010:17:06 2001 Page 1 -1-7-0 6-11-0 13-10-0 15-5-0 1-7-0 6-1 1-0 6-11-0 1-7-0 4x5= 3 5.00 F12 4 cl 5 14 1 6 3x4= 2c4 11 3x4= 6-11-0 13-10.0 6-11-0 6-11-0 Plate Offsets 3:0-2-8 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,54 Vert(LL) -0.04 2.5 >999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.45 Vert(TL) -0.09 2-6 >999 SCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/de0:350 Weight:47 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 an center purlin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G REACTIONS (lb/size) 2=605/0-3-8,4=605/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2■35,2-3=-807,3-4=-807,4-5=35 BOT CHORD 2-6=674,4-6=874 WEBS 3-6=135 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-8,USC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard dJ ESCID CD � 01 TRUSS ENGINEERING TO BE USED Exp.6- 0 ONLY FOR TRUSSES MANUFACTURK C 1 BY UNIVERSAL TRUSS, INC. FONTANA,CA ��0 CAS-��Q Job Truss Truss Type Qty Ply RICHMOND AMJMANNY E-2255 SE-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 2010:17:07 2001 Page 1 -1-7-0 5-4-0 10-8-0 12.3-0 1-7-0 54-0 64-0 1-7-0 4x4= 3 5.00 F12 C1 EL 4 5 1 6 30= 2X4 11 3x4= 5-4-0 10-8-0 5-4-0 5-4-0 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(L-) -0.02 2-6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-6 �-999 BCLL 0,0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:41 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G OTHERS 2 X 3 OF Stud-G REACTIONS (lb/size) 2=488/0-3-8,4=488/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2-35,2-3=-586,3-4=-586,4-5=35 SOT CHORD 2-6=484,4-6=484 WEBS 3-6=91 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable studs spaced at 1-4-0 on center, 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No.16-5,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 4�,QF�SSlD�9 w � w CI TRUSS ENGINEERING TO BE USED UP.6-30- otit-Y r-on-rI ussn 0AANUFACT'URF(;OY * �y, l,J-)NfANA,CA OF INC. Sf9`t oF Job ql Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 BE COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc, Mon Aug 2010:17:07 2001 Page 1 r -1-7-0 5-4-0 —__ ---- 10-8-0 _ 12-3-0_—I 1-7-0 5-4-0 5-4-0 1.7-0 4X4= 3 5.00 F12 4 Li 1 s 30= 2X4 11 W- 6-4-0 10-8-0 5-4-0 5.4-0 LOADING(pal) SPACING 2-0-0 CSI DEFL (n) (loc) 1/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.29 Vert(LL) -0.02 2-6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a BCDL 7A Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:37 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (lb/size) 2=488/0.3-8,4=488/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-586,3-4=-586,4-5=35 BOT CHORD 2-6=484,4-6=484 WEBS 3-6■91 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise Indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard G� 01817 ' Exp.6 TRUSS,ENGINEFRINGTOBEUSEU Ol'-4,Y Fiefs C'RUSSES MANUFG-UnP-r, BY UNI1,EM,AL TRUSS.INC. FONTANA,CA EE-225 Truss Truss Type Oty Ply RICHMON0 AMJMANNY 5 BE1 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:08 2001 Page 1 -1-7-0 5-4-0 10-8-0 1-7-0 6-4-0 54-0 4x4 3 5.00 F12 4 � Io t 5 3x4 2x4 11 3x4= = 5-4-0 10-8-0 5-4-0 5-4-0 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0,02 4-5 s999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.27 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0,01 4 n/a BCDL 7,0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Vdefl=360 Weight:35 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Shoathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G REACTIONS (lb/size) 2=496/0-3-8,4=375/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-617,3-4=-614 BOT CHORD 2-5=513,4-5=513 WEBS 3-5=104 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard Q r r� � 1 p.6.30.05 j TRUSS ENGINEERING TO BE USED QNt Y FOn TRUSSES MANUFAGTURRf; �. C 1 41-kJNI�,'1!A AL TRUSS,PC, '�OF G� Q ,..,., .. Ae, Job Truss Truss Type Qty Ply RICHMOND AMJMANNY E-2255 BE2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:09 2001 Page 1 -1-7-0 5-4-0 10-8-0 1-7-0 5-4-0 5.4-0 4x4= 3 5.00 F12 4 Li 1 3x5= 5 2x411 3x5= 5-4-0 10-8-0 54-0 5-4-0 Plate Offsets 2:0-3-5 0-0-14 4:0-3-5 0-0-14 LOADING(pst) SPACING 2-0-0 C31 DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.02 4-5 ;-999 M20 220/195 TCDL 14.0 lumber Increase 1.25 BC 0.44 Vert(TL) -0.06 4-5 �999 SCLL 0.0 Rep Stress Inor NO WB 0.06 Horz(TL) 0.02 4 n/a BCDL 7.0 Code UB097/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:45 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-3-1 on center purlin spacing. BOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 6 DF No.2-G REACTIONS (INsize) 2=1073/0-3-8,4■952/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2=39,2-3=-1784,3-4=-1783 BOT CHORD 2-5=1593,4-5u1593 WEBS 3-6=432 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 5)A plate rating reduction of 20%has boon applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1,25 Uniform Loads(plf) Vert:2.5■-70.3,4-5=-70.3,1-2=-60.0,2-3=-60.0,3-4p-60.0 Concentrated Loads(lb) Vert:3=-570 VESS <5 H Tf iJ S ENGINEERING TO ESE USED � Coll 075 (.X1.1 Y rourrPUS ES MANUF'ACTUREG En,6-30- ' Job It Truss Truss Type Qty Ply RICHMOND AM ML4NNY E-2255 BG MONO TRUSS 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Man Aug 20 10:17:09 2001 Page 1 r 2-8-12 7.5-0 2-8-12 4-8-4 2x411 3 5.00 F12 345� 1 4x5= 5 2x6 11 4X5 2-8-12 7-5-0 2-8-12 4-8-4 Plate Offsets 1:0-3-5 0-0- 2:0-24 0-1-8 5:0-1-0 0-4-4 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (too) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.03 4-5 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.11 4-5 >804 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.02 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:35 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-8-5 on center purlin spacing, except end verticals. SOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 an center bracing. WEBS 2 X 3 DF Stud-G'Except" WEBS 1 Row at midpt 2-4 3-4 2 X 4 DF Std-G REACTIONS (lb/size) 1=816/0-3-8,4=816/0-3-8 Max Grav 1-1125(load case 3),4=1105(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1509,2-3=37,3-4=-122 BOT CHORD 1-5■1377,4-5=1377 WEBS 2-5=657,2-0-1416 NOTES 1)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1996 criteria. 6)Load case(s)3 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-168.9,4-5■-168.9,1-2=-60.0,2-3=-60.0 3)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5s-14.0,4-5=-168.9,1-2=-60.0,2-3=-60.0 Concentrated Loads(lb) Vert:S■-1000 TRUSS ENGINEERING TO 13E USED OwLY FOR TRUSSES MANUFACTUREC fiY '.. ,s`:t:RSAL TRUSS,INC. CC W Exn fi 17�5 �.,, p. "Job Truss Truss Type Oty Ply RICHMOND AM./MANNY E-2255 BH CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:10 2001 Page 1 -1-7-0 5-10-3 7-11-13 13-10-0 15-5-0 1-7-0 6-10-3 2-1-10 5-10-3 1-7-0 4x8= a 6 4x4—� 5.00 12 3 12 1 a 7 1 10 /4 15 18 9 3x5= 2x411 3x4= 3x5= 13-10-0 13-10-0 Plate Offsets :0-3.12 0-0-8 LOADING(psi) SPACING 2-0-0 CSI DEFL (n) (loc) I/dell PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.04 9-10 �-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.10 9-10 2-999 BCLL 0.0 Rep Stress Incr NO WS 0.09 Horz(TL) 0.03 7 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft-360 Weight:63 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 4-0-13 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (lb/size) 2=1023/0-3-8,7=1023/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2n35,2-3=-1964,3-4=-24,3-11=-1766,11.12=-1766,12-13■-1766,5-13=-1766,5-6=-24,6-7=-1964,7-8■35 BOT CHORD 2-10=1772,10-14=1766,14-15■1765,15-16=1766,9-16=1766,7-9=1772 WEBS 3-10=118,3-9m1,5-9■118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer, 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise Indicated, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANSI/TPI 1-1995 criteria, LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,3-11=-28.0,11-12=-113.7,12-13-113,7,5-13=-28.0,5-6=-60.0,5-7=-60.0, 7-8=-60.0,2-10=-26,5,10-14=-26.5,14-15=-26.5,15-16=-26.5,9-16=-26.5,7-9=-26.5 Concentrated Loads(lb) Vert:3=-257 5=-257 ..'. ` TRUSS ENGINEERING TO BE USED � 175 ONLY FOR TRUSSES MANLIFAC rt-IRK � �xA 6-' ~� BY UNIVERFALTRUsw,INC, cS'� FONTANA,CA I��� Job Truss Truss Type Oty Ply RICHMOND AM./MANNY E-2266 CA MONO TRUSS 1 1 Universal Truss,Inc„Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:10 2001 Page 1 4-2-12 8-0-0 4-2-12 3-9-4 2x411 3 5.00 F12 3xfi 1 5 3xfi= 3x7 11 4x4= 4-2-12 - 8-0-0 r � 4-2-12 3-9-4 Plate Offsets 1:0-1-9 0-0 :0-2-8 0-1-8 5:0 1-8 0 4-12 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lac) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.02 1-5 >999 M20 2201195 TCDL 14.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WE 0.70 Horz(TL) 0.02 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC ILL Min I/deft=360 Weight:40 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-7-4 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Std-G REACTIONS (lb/size) 1=1025/0-3-8,4=1025/0-3-8 Max Grav 1s1084(lood case 3),4=1532(load oese 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1484,2-3=25,3-4=-86 BOT CHORD 1-5=1341,4-5=1341 WEBS 2-5=921,2-4-1483 NOTES 1)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)Load case(s)3 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasea1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-6=-205.9,4-5=-205.9,1-2y-60.0,2.3■-60.0 3)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-14.0,4.5=-206.9,1-2=-60.0,2-3=-60.0 Concentrated Loads(lb) Vert:5=-1350 e� r n� r'LLJ 0018 TRUSS ENGINEERING TO BE USED Exp.6. 0-05 ONLY F'(,)R T RU f-3ES I'AANU1=A.CTUREC � BY UNIVERSAL TRUSS, INC. F ON 1 ANA,CA FE-225 russ Truss Type City Ply RICHMONP AMJMANNY 5 CB-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10;17:11 2001 Page 1 -1-7-0 6-4-0 12-8-0 14-3-0 1-7-0 6.4-0 6-4-0 1-7.0 4x4= 3 5.00 t 2 4 5 b 1 6 . 3x4= 2x4 II 3x4 6-4-0 12-8-0 6-4-0 6-4-0 Plate Offsets 3:0-2-0 0-2-8 LOADING(psfl SPACING 2-0-0 CSI DEFL (in) (loo) I/deft PLATES GRIP TCLL 16,0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 4-6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1,25 BC 0.37 Vert(TL) -0.06 4-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(rL) 0.01 4 n/a BCDL 7.0 Code UBC97/ANSI96 (Matrix) 1st LC LL Min I/deft=360 Weight:49 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G OTHERS 2 X 3 DF Stud-G REACTIONS (lb/size) 2=562/0-3-8,4=562/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3■-726,3-4=-726,4-5=35 BOT CHORD 2-6=605,4-6=605 WEBS 3-6■119 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable studs spaced at 1-4-0 on center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Uj CC Q18V I TRUSS ENGINEERING TO 0E USE Exp.6.30- , ONLY FOR TRUSSES MANUFACTURES By UPIjvE- iSALTRUSS,INC. rONTANA,CA 0 C``fifi Job V. Truss Truss Type Qty Ply RICHMOND AM./MANNY E-2255 CB COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:12 2001 Page 1 -1-7-0 6-4-0 12-8-0 14-3-0 1-7-0 6-4-0 6-4-0 1-7-0 4x4= 3 5.00 F12 4 5 1 g 3x4- 2x4 11 3x4= 6-4.0 12-8-0 6-4-0 6-4-0 Plate Offsets :0-2-0 0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 4-6 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.06 4-6 �-999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a BCDL 7.0 Code USC971ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:43 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (Ib/size) 2=562/0-3-8,4=562/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-726,3-4=-726,4-5=35 BOT CHORD 2-6■605,4-6=605 WEBS 3-6=119 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE($) Standard CC G01 BI76 TRUSS ENGINEERING TO BE USED Exp.6-1.1 ONLY FOR TRUSSES MANUFACTURED BY UNIVERSAL TRUSS, INC. �F � �yJ FONTANA,CA Job Truss Truss Type Qty Ply RICHMOND AM/NANNY E-2255 CB1 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:12 2001 Page 1 -1-7-0 6-4-0 12-6-8 ... 141-0 1-7-0 6-4-0 6-2-8 0-1-8 4x4= 3 5.00 12 4 �o i 5 3x4 _ - 2x4.11 3x4^ 8-4-0 12-6-8 1 -0 6-4-0 6-2-8 0-1-8 Plate Offsets LOADING (psQ SPACING 2-0-0 CSI DEFL (in) (loo) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,45 Vert(LL) .0.03 2-5 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.38 Vert(rL) -0.07 4-5 s999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0,01 4 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min 1/defl=360 Weight:40 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G REACTIONS (Ib/size) 2=564/0-3-8,4z446/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 1-2=35,2-3=-739,3-4*+-737 BOT CHORD 2-5=616,4-5=616 WEBS 3-5=129 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard Lu c C018WS TRUSS ENGINEERING TO BE USED � Exp.6-30.05 ONLY FOR TRUSSES MANU FACTURE, By UNIVERSAL TRUSS, F(1N i rANA,CA Job Truss Truss type Oty Ply RICHMOND AM.lMANNY E-2255 CB2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0.32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:13 2001 Page 1 -1-7-0 6-4-0 12.6-8 12 rt, 1-7-0 6-4-0 6-2-8 0-1-8 4X4 3 5.00 F12 4 1 4x5= 5 2x4 11 4X5 6-4-0 12-6-8 12 -0 6-4-0 6-2-8 0-1-8 Plate Offsets X 2:0-3-5 0-0. :0-2-0 0-2-8 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.52 Vert(LL) -0.03 4-5 �999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.10 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.02 4 n/a BCDL 7.0 Code USC97/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:52 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 3-4-7 on center purlin spacing. BOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, WEBS 2 X 6 DF Nc,2-G REACTIONS (lb/size) 2=1423/0-3-8,4=1313/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=39,2-3=-2468,3-4=-2473 BOT CHORD 2-5=2216,4-5-2216 WEBS 3-5=662 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)Is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-13,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasem1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:2-5=-88.8,4-5=-88.8,1.2■-60.0,2-3=-60.0,3-4=-60.0 Concentrated Loads(lb) Vert:3=-810 KUil � 0018175 Exp.6-3 - TRUSS ENGINEERING TO BE USED �� a ONLY FOR TRUSSES MANUFACTUREG BY UNIVERSAL_TRUSS,INC. FONTANA,CA `Job Truss Truss Type Qly Ply RICHMOND AM./MANNY E-2255 CC CAL HIP 1 2 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 181999 MiTek Industries,Inc. Mon Aug 2010:17:14 2001 page 1 4-8-8 7-1-6 7711-11 12-7-4 16-10-12 _i 21-6-5 22-4- 0 24-9-9 29-6-0 31-1-0, 4-8-8 2-4-14 0-10-5 4-7-9 4-3-8 4-7-9 0-10-5 2-4.14 4-8-8 1-7-0 5x8= 5.00 12 6x8= 4 3x5= 2x411 g 2x4� 3 7 5 18 6 1 2x4�i 9 M 1 10 17j 5x5= 16 20 15 14 13 21 12 4x7= 3x4= 3x6= WOM16= 3x10= 30= 7-1-6 12.7-4 15-10-12 224-10 29-6-0 7-1-6 5-5-14 4-3.8 5-5-14 7-1-6 Plate Offsets X 1:0-3-0 ed a :04-0 0-1-8 5:0-24 0-1-8 :0-3-11 0-2-4 10:0-0-10 ed a 13:0-3-0 0-1-8 LOADING(psf) SPACING 2-0-0 CS1 DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.26 TC 0.77 Vert(LL) -0,18 13-15 r999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.58 13-15 >602 M16 176/121 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.13 10 n/a BCDL 7.o Cade UBC97/ANS195 (Matrix) 1st LC LL Min I/dell=360 Weight:248 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.2-G TOP CHORD Sheathed or 3-1-11 on center purlin spacing. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid calling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G"Except' 5-15 2 X 6 OF No.2-G,6-13 2 X 6 OF No.2-G REACTIONS (lb/size) 1=303710-3-8,10=332310-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1.2=.-7000,2-3=-7163,3-4=-24,3-17=-9357,5-17=-9357,5-18=-10087,6-18=-10087,6-19=-10087,7-19=-10087,7-8=-24,7-9=-7603,9-10=-7413,10-11=35 BOT CHORD 1-16=6368,16-20=6761,15-20=6761,14.15=9357,13-14=9357,13-21=7182,12-21=7182,10-12=6729 WEBS 2-16=492,3-16=-52,3-15=2945,5-15=-1194,5-13=880,6-13=-674,7-13-3296,7-12=-95,9-12=564 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3')Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center, Bottom chords connected with 1 row(s)at 0-4-0 on center. Webs connected as follows:2 X 3-1 row(s)at 0-9-0 on center,2 X 6-2 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)Except as shown below,special connection(s)required to support concentrated Ioad(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-8,UBC-97. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9)Load case(s)1 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasea1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3m-60,0,3-4=-60.0,3-17=-28,0,5-17=-145.6,5-18=-145,6,6-18=-145.5,6-19=-145.6,7-19=-28.0, 7-8=-60.0,7-9=-50.0,9-10=-60.0,10-11=-60.0,1-16=-34.0,16-20-34.0,15-20=-34.0,14-15=-34,0,13-14=-34.0, �' H (� 13-21=-34.0,12-21=-34.0,10-12=-34.0 Concentrated Loads(lb) Vert:3=-520 7=-520 14=-75 13=-1200 Exp.6- TRUSS ENGINEERING TO 13E USE ONLY FOR TRUSSES MANUFACTURED o C 8Y UNIVERSAL TRUSS,INC. FONTANA,CA Job ' Truss Truss Type Oty Ply RICHMOND AM/NANNY E-2255 CC1 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:15 2001 Page 1 4-8-8 7-1-6 9-11-11 14-9-0 19-6.5 22-4-10 24-9-8 29-6-0 31-1-D 4-8-8 2-4-13 2-10-5 4-9-5 4-9-5 2.10-5 2-4-13 4-8-8 1-7-0 5.00 F12 08= 4 7 2x4 11 4x8= W,� 3 14 5 15 20,�, 8 N r� 0 4x5= 13 12 11 4x5= 3x4= 5x8= 3x4= 7-1-6 14-9-0 22-4-10 29-6-0 7-1-6 7-7-10 7-7-10 7-1-6 Plate Offsets X :0-3-8 0-0-8 6:0.3-8 0-0-8 8:0-0-0 0-0-D 12:0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.15 12 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.39 11-12 >894 BOLL 0.0 Rep Stress Incr YES WB 0,40 Horz(TL) 0.09 9 n/a BCDL 7.0 Cade UBC97/ANSI95 (Matrix) list LC LL Min I/deft=360 Weight:121 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-Ca TOP CHORD Sheathed or 2-8-12 on center purlin spacing. BOT CHORD 2 X 4 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 DF Stud-G REACTIONS (lb/size) 1=1155/0-3-8,9=1265/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1.2=-2501,2-3=-2451,3-4=-71,3-14=-3060,5-14=-3060,5-15=-3060,6-15=-3060,6-7=-71,&8=-2434,8-9=-2467,9.10=35 BOT CHORD 1-13=2238,12-13=2324,11-12x2306,9-11=2202 WEBS 2-13=110,3-13=57,3-12■788,5-12=-472,6-12=807,&11=36,8-11=132 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise Indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-5,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSVTPI 1-1295 criteria. LOAD CASE(S) Standard QR� K Uj rr 0091 EXP.6-3 TRUSS ENGINEERING TO BE USED ONLY FOR TRUSSES MANUr-ACTUREG qr ® CAI BY UNIVERSAL TRUSS,INC. FONTANA,CA Job Truss Truss Type City Ply RICHMOND AM./MANNY E-2255 CC2 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:16 2001 Page 1 5-5-8 9-11-6 1 -9- 1 14-9-0 18-8-5 1 -6- 0 24-0-8 2"-0 31-1-0 5-5-8 4-5-14 0-10-5 3-11-5 3-11-5 0-10-5 4-5-14 5-5-8 1-7-0 DRAG=5800# 4x5= 4x5- 4 3x4= 7 6.00 12 3 4 5 1 2x4 2x4 8 a 1 9 1Uo 4A2= 13 12 11 412=� 3x8= 4x10M18= 3x8= 9-11-6 19-6-10 29-6-0 9-11-6 9-7-5 9-11-6 Plate Offsets X 1:0-0-6 ed a 8:0.0-0 0-0 0 9:0-0-6—A-- 12:0-5-0 ed e LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.27 11-13 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.46 11-13 ;,764 M16 176/121 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(fL) 0.21 9 n/a BCDL 7.0 Code USC97/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:117 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-8-7 on center bracing. WEBS 2 X 3 OF Stud-G WEDGE Left:2 X 3 OF Stud,Right:2 X 3 OF Stud REACTIONS (lb/size) 1=1324/0-3-8,9=1433/0-3-8 Max Horz Im6145(load case 5) Max Grev 1=2488(load case 5),9=2598(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-2881,2-3=-2625,3-4=-87,3-14-2395,5-14=-2395,5-15=-2383,6-15=-2383,6-7=-24,6-8=-2611,8-9=-2869,9-10=35 BOT CHORD 1-13=2604,12-13■2668,11-12=2668,9-11=2577 WEBS 2-13=-218,3-13=474,5-13=-357,6-11m-373,6-11=470,8-11=-202 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads per Table No.16-B,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,3-14=-28.0,6-15=-28.0,6-7-60.0,6-8=-60.0,8-9=-60.0,9-10=-60.0, 1-13=-14.0,12.13=-14.0,11-12=-14.0,9-11=-14.0ESS Concentrated Loads(lb) Vert:4=-118 15=-118 Trapezoidal Loads(plf) Vert:14=-72.5-to-6 -102.5,5-102.5-to-15=-72.5 v 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 I Uniform Loads(plf) =2 g. � C01�17 Vert:1-2�-147.1,2-3=-136.7,3-4=-185.0,3-14=-28.0,6-15=-28.0,6-7065.016-8=16.7,8-9 4b� �-t4y$cf� 1-13=-14.0,12-13=-14.0,11-12=-14.0,9-11=-14.0 7 iJ�r"�S ENGINEERI ' Exp.6-3 - Horz:1-2=-459.6,2-3■-521.4,3-4=-319.9,6-7=-319.9,6-8=-521.4,aL`i'I 6Fi ThIUSSCS%APJUl=ACTURFC, (lb)0,5-14=-200.0,5-15=-200.0,6-15=-200.0 Concentrated d Loads Ely UNIVERSAL TRUSS,INC. Vert:4=-118(lb) Ely FONTANA,CA Trapezoidal Loads(plf) Vert:14=42.64o-5-102.5,5=-102.54o-15=-72.5 Continued on page 2 Job Truss Truss Type Qty Ply RICHMOND AM,/MANNY E-2255 CC2 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:16 2001 Page 2 LOAD CASE(S) 6)User defined:Lumber Increase-1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=27.1,2-3=16.7,3-4=65.0,3-14■-28.0,6-15=-28,0,6-7=-185.0,6-8--136.7,8-9=-147.1,9-10■-60.0,1-13=-14.0,12-13a-14.0,11-12=-14.0, 9-11=-14.0 Horz:1-2=459.5,2-3=521.4,3-4=319.9,6-7=319.9,6-8=521.4,8-92459.5 Drag:3-14=200.0,5-14=200.0,5-15a200.0,6-15=200.0 Concentrated Loads(lb) Vert:4=-118 15=-118 Trapezoidal Loads(pit) Vert;14=-72.5-to-5=-102.5,5=-102.5-to-15=-72.5 C018 75 TRUSS ENGINEERING TO BE USED Exp.6-30- ONLY FOR TRUSSES MANUFACrUREC, BY UNIVERSAL TRUSS,INC. FONTANA,CA Jab Truss Truss Type City Ply RICHMOND AM./MANNY E-2255 CC3 CAL HIP 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:17 2001 Page 1 5-5-8 9-11-6 12-9-11 i 14-9.0 1 16-8-5 19-6-10 24-0-8 29-6-0 31-1-0 5-5-8 4-5-14 2-10-5 1-11-5 1-11-5 2-10-5 4-5-14 5-5-8 1-7-0 4x5 b 7 5.00 F12 1 3x4= 19 4x5z:,- 3 16 5 17 2x4 2X4 8 t 1ITT9 1d 3x8= 13 12 11 3x8= 3x8= 4x5= 3x8= 9-11-6 19-6-10 29-6-0 9-11-6 9-7-5 9-11-6 Plate Offsets X 1:0-4-2 0-1-8 8:0-0-0 0-0-0 9:0-4-2 0-1-8 12:0-2-8 ed e LOADING (psi) SPACING 2-0-0 CSI OF-FL (in) (loc) I/defl PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.92 Vart(LL) -0.17 1-13 >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 SC 0.77 Vert(TL) -0.40 1-13 >874 BOLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.11 9 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:122 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 2-10-1 on center purlin spacing. BOT CHORD 2 X 4 DF No,1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 3 OF Stud-G REACTIONS (lb/size) 1®1420/0-3-8,9=1530/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-3109,2-3=-2894,3-14=-138,4-14=-68,3-15=-2656,15-16=-2656,5-16=-2656,5-17=-2644,17-18=-2644,6-18=-2644,7-19=-68,6-19=-88,6-8=-2880, 8-9=-3098,9-10-35 BOT CHORD 1-13=2810,12.13=2956,11-12=2956,9-11=2784 WEBS 2-13a-158,3-13=472,5-13--393,5-11■-409,6-11=468,8-11=-142 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(pli) Vert:1-2=-60.0,2-3a-60,0,3-14=-60.0,3-15=-28.0,6-18=-28.0,6-19=-60.0,6-8=-60.0,8-9--60,0,9-10=-60.0, 1-13=-14.0,12-13=-14.0,11-12=-14.0,9-11=-14.0 Concentrated Loads(lb) Vert:14--118 18=-118 Trapezoidal Loads(plo Vert:14=-72.54o-4=-87,6,15--40.5-to-16=-55.6,16=-87.6-to-5m-102.5,5=-102.5-to-17=-87.6,17--55.6-to-18=-40.5, 7=-87.64o-19=-72.5 {` �•r Hco a C 181 �` Exp.6-30- 1RUS ENGINEERING TO BE USED � ONLY FOR TRUSSES MANUFACTUREG sl,� C I EY UNIVERSAL TRUSS, INC. FONTANA,CA Job ' Truss Truss Type Oty Ply RICHMOND AM./MANNY E-2255 CC4- COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10:17:18 2001 Page 1 7-8-6 14-9-0 21-9-10 29-6-0 31-1-0 7-8-6 7-0-10 7-0-10 7-8-6 1-7-0 45= 3 5.00 12 2x4\\ 20 4 4-9-14 1 5 3x6= 8 11 7 3x6= 3x4= 5x7= 0 3 8 9-6-0 20-0-0 29-6-0 0-3-8 9-2-8 10-6-0 9-6-0 Plate Offsets 1:0-2-12 0-1-8 :0-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.18 7-8 �-999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 8C 1.00 Vert(rL) -0.43 7-8 >808 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0,07 5 n/a BCDL 7.0 Code UB097/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:127 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.2-G TOP CHORD Sheathed or 2-8-8 on center pudin spacing. BOT CHORD 2 X 4 DF No.2-G"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 1-7 2 X 4 DF Nc.1&Btr-G WEBS 2 X 3 DF Stud-G"Except" 3-8 2 X 4 DF Std-G,3-7 2 X 4 DF Std-G OTHERS 2 X 6 DF No.3-G REACTIONS (lb/size) 1=1115/0-3-8,5=1225/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 1-2=-2319,2-3=-2089,3-4=-2073,4-5=-2302,5-6=35 BOT CHORD 1-8-2059,8-11=1366,7-11=1366,5-7=2041 WEBS 2-8=413,3-8=747,3-7■725,4-7=-406 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Except as shown below,special connection(s)required to support concentrated load(s),Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-B,UBC-97. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasen1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60.0,2-3=-60.0,3-4=-60.0,4.5=-60.0,5-6=-60.0,1-8=-14.0,8-11=-14.0,7-11=-14.0,5-7=-14.0 Concentrated Loads(lb) Vert:11 m-75 ��QFESSII®,LU �,y c Exp.s-sa-o UidLY I-OF1 TRUSSES MANUEACTUREG BY UNIVERSAL TRUSS,INC. FONTANA,CA Job Truss Truss Type Oty Ply RICHMOND AM./MANNY E-2255 CC4-2 COMMON 1 1 Universal Truss,Inc.,Fontana,CA ZIP 92335 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Mon Aug 20 10.17.19 2001 Page 1 7-8-6 14-9-0 21-9-10 29-6-0 31-1-0 7-8-6 7-0-10 7-0-10 7-8-6 1-7-0 4x5 11 3 DF5?kfj�=4600# 2xd\\ \ 2X4 4 1-2-8 t-2-8 5 0 8 58 7 3x4= 5x10 M16= 9-6-0 20-0-0 29-6-0 9-6-0 10-6-0 9-6-0 Plate Offsets 1:0-2-5 ed a 3:0-2-0 0-2-12 5:0-2-5 ed a 7:0-5-0 0-3-0 LOADING (psf) SPACING 2-0-0 =0.30Horz(TL) (in) (loc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 Vert( -0.19 7 a999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 L) -0.52 7-8 >672 M16 176/121 BCLL 0.0 Rep Stress Incr NO TL) 0.16 5 n/a BCDL 7.0 Code USC97/ANSI95 LL Min I/deft=360 Weight:170 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed. 60T CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 5-8-3 on center bracing. WEBS 2 X 3 DF Stud-G*Except. 3-8 2 X 4 DF Std-G,3-7 2 X 4 DF Std-G OTHERS 2 X 3 DF Stud-G REACTIONS (lb/size) 1a1115/0-3-8,5u1225/0-3-8 Max Horz 1=4819(load case 5) Max Grav 1=2142(Icad case 5),5=2252(Icad case 6) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-2319,2-3=-2089,3-4=-2074,4-5=-2303,5-6=35 BOT CHORD 1.8■2059,8-58-1367,7-58■1367,5-7=2041 WEBS 2-8=-415,3-8=747,3-7■726,4-7=-406 NOTES 1)This truss has been chocked for unbalanced loading conditions, 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 1-4-0 on center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No.16-8,UBC-97. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)1,5,6 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increasem1.25,Plate Increase=1.25 Uniform Loads(plf) °•�., Vert:1-2=-60.0,2.3=-60.0,3-4a-60.0,4-5=-60,0,5-6=40.0,1-8=-14.0,8-58=-14.0,7-58=-14.0,5-7=-14.0 Concentrated Loads(Ib) 4 Vert:58=-75 5)User defined:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) R Vert:1-2=-130.81 2-3=-128.7,3-4=8.7,4-6=10.8,5-6=-60.0,1-8=-14.0,8-58=-14.0,7-58=-14.0,5-7=-14.0 icD Horz:1-2=-384.4,2-3=-396.0,3-4=-396.0,4-5=-384.4 0018175 Concentrated Loads(Ib) Exp.6-3 Vert:58=-75 6)User defined:Lumber Increase=1.33,Plate Incre2se=1.33 �T Uniform Loads(pI0 11 2 384.4, 6 0,34=396.0,4- 384.4 3=8.7, 11 6=-60.0,1-8=-14.0,8-5T�u 0�-&t-MAft1t,5 BE USEU Horz: C� Concentrated Loads(lb) ONLY FOR f R1155�5 MANUFAGTU9���- Vert:58=-75 sy UNIVERSAL TRUSS,INC, FONTANA,CA •- e NOT 'L ROOF LIVE LOAD f DEAD LOAD = 32 PSF_ 2X4 VALLEY RAFTERS W/(3) 16d NAILS 2- VALLEY RAFMIS TO 8E WN. 2m Dour Flit #2�LEM SPANS NOT-W IXCMD 7le TOE NAIL TO RIDGE (TYP.) 3. ALL NAQING PER u.8.c. 97 EKCFPT A5 NOTED. I 4. PROVMDE SOLID BLOC}QNO BETWEEN TRUSSES TO SUPPORT R[DGE IF NECESSARY. 5. ALL POST do PURUN MATERMALS M BE PROI DED BY OTHERS. 2X6 #2 DFL RIDGE SUPPORTED mr-0. tlAX, ............ ..... 2X4 SCAB ON 1F RAFTER BEARS ON TOP:CHORD � f AN❑ is 2'—O" OR GREATER FROM 'THE PAf+IEL POINT _ r .................z: - ' (3)16d NAIL TOP & BOTTON _ - _;. -- r : _ : --_ 2X4 POST TO PURLIN UNDER RAFTER AT 8-0" L EX.6� Q�Q�rESSlQ (OVER 3 TRUSSES MIN.) H. ,� BY OTHERS 2X4 POST TO BEARING, 2X I=ilEL BEARING WIDTH NAILER ALBERT 1-L GABLE END OR GIRDER (TYP_) GALE �,- BY OTHERS W/(2)16d NAILS PER 'TRUSS BELO to ;ryl� 181� Ars.4723 V1 t]f CA UNIVERSAL TRUSS, TNC - 9375 SULTAN&AVE.mpfrAm%C,%gams SBEXT - --- SCAM NT-3, NO ,P,.R...,v. DAM 01-09-98 STANDARD DETAILS y H= DETAIL ,maw Bm I= mmi, n i m •"• ••. LSD M; MGM F . .....HONE Jun 28.2000 UNIVERSAL TRUSS, XNC 1375 SULTANA AVE.FONTANA,CA 92333 _WEB BRACING RECOMMENDATIONS MAXIMUM WEB FORCE (lbs.) ,. 2,CO.C. 4d'O.C. 7;' O.C. BAY 5lzk•'" BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL. TYPE A B C D A 8 C D C D . 4600* 4600* 4600* 6900* 1344 4600* 46Q0* 6900* 4034 6382 12'^� 3942* 3942* 3942* 6914* 1344 3942* 3942* 5914* 3942* 5914*. 141-0` 3450*•'• 3450* 345b* 5175* 1344' 3456* 3450* 5175, 3450* 5175* 180" 3088* 3066* 3066* 4600* 1344 3o66* 3066* 4600* 3086* 4600* '— * * * 41 0* 2509* 2509* 2509* 3763* 1344 2509* 2509* 3763* 2509* 3763* ` *CONTROLLED BY CONNECTION GENERAL NOTES 1'YPE BRACING MATERIALS 1. X--BRA CI 1s REQUIRED"193 TRANSFER THE CUMULATNF:uTER.UL BRACE FORCE INTO THE JhW CVUND nWPHRACLI. TH6 pl4PHR�u t9 Ta aS pEs�oNED BY A gUUJE1Eo 2• TIMEIQcaJ.CULJ.T1ONS DAM ON LATMAL 9RACE CWMQ L% OF THL M FORCE. _ YQR� . 3. X—BRWW UATERW.,OUST BE SI11E SIZE AND CRUDE OR SETTER. AS THE'uTE3iU.BRACE KATM"..AHD SHALL Se OWA= IN SUCH A YMNER THAT fT INTERSECTS WES MEMBERS 1 X 4 �2 SRE9 (OF, HF, 5PF) AT APPROX. 45 DEMEES AHD SHkLL BE NUL.ED AT EACH END AND EACH INT7RMEDIATE TKU Wr H x••.1ed 0OVMOK WIRE HAM (r3-16d NAILS.FDR.AXd SL�TERIAU d. CONNECT WMAL BRACE•TO {TRUSS WffH.TWO fad COMMON VARE WULS. (THRE]E 18d NAILS FCq W LAY MAI, El E?) 2 X .3 J3, STD, CON5r (SPF.' I)Fi'HF, OR. SYP) �!..UTEFNI.BRACE SHOULD BE CQNiiNUOUS AHD SHOULD CVf RLtiP AT LtW ONS TRUSS SPACE FCR CDNIIENRY. ' BRACING CONSULT S. pOR ADDDIONAL GUIDANCE REGARDING DESIGN AND R•I XUTION QF'. C 2 X 4 }�3. 5"D, CDNST (SPF. OF, HF. OR SYP Dsa"BA TEMPORARY BRACING of WBTAL PLATE CONNECTED WOOD TRUSSES X40 HIB--G1 EM!!3 ff4e INSOWNC;AND D�N. o FOR MMENDAnONS MOM TRUSS PLATE INsI7 UM DIONDFRIO 7, SEE SEPERATB TRUSS ENCIHEMUNG FOR OEM OF WEB 1,RUSUL D Z X 6 #3 OR EIETIER (SPF. QF, HF, OR SYP) B. �iHEdd NAiiLSt SP' a*= SHOULD 9E 3•0 LONG AND 0.1BY IN DIAMETER. IN ACCORDANCE LATERAL BRACING MATE RX ! 16d NAILS (SEE MOTES 4 & 8) TRUSS WEB MEMBERS AL Ex6/ QRO ESS/p ALBERT H. GALEK a Lu 0: m CIVIL X--BRACING `c 018175 MATERIAL yk Exp.6-30- �� 4'9,4723� srq C1V1 ���� D2 BRACIRG DETAIL ��,,gqTERAL. BRACE MAY BE R5PLACE© WITH'(L) OR (T) BRACE AS S OWN. •'ti i W- N A Gil' m zxa WEB (+T) AL Eftl �O PROFESS/pN�! ALBERT H. w C09 97 GALEK a r CIVIL " Exp-64 do k0.4723 UNIVERSAL TRUSS, INC SHE-BY 3376 BULTANA AVE.PONTANA,RA 1233E STANDARD DETAILS ® wN. . r..wlu w. rrw w• . wxuN• n.M• aY.14 un NONE ,�u�ae,anno A HIP RA"M FESSi H. Comma 'r'Ru ,�AQ� cr- 00181 5 'T � tAM%T)OP• ap.6-3 5 iGIRDER JACK TO HIP qr�OF CAS-�F� CONNECTION I��A` B 6 0 v r YIp ply � • �A1•�c�k7ipP � L��fil �. GALEK �RAION W. CIVIL b" RAFTfiR � Pl®.4723� A HIP CONNECTION DETAIL PLAN VIEW AT COMMON'TRUSS RIDGE W/;dad �,.e 098AU HIP TRU89 Hlf-MINDUR P rt>5 SECTION BB SECTION AA pQN'D sYB�{GNCi 1F Sty BY U&0714NS AS REQ-0. AP RtLOCK . q M pr CpMMCN OB:s LOCK (+^ 2X4I% "FPts }}.�� HH�� F2AP70>QR81 p0 NET 11NL;EE7 AT6R"fE F{,YCRS SHAP13 ffLOCK a RICOM !f G 085 LOOK ALT'13Ar 64))wd pia &06KWKg r HIPrRUSe �� T Is l� SECTION' CC ISOMETRIC VIEW UNIVERSAL TRUSS, INC SHSET 9375 SULTANA AVE.FONTANA,CA 22335 , STANDARD DETAILS _ NOHE Jon Re,2oo0 � ' 81011 AS P. NDET5IDN RE IJIRED T.G. (MAXIMUM) ` 1-CP CHQ1 �(MAXIfO I HIP GIRDER Z415MU4W 66PA cAr5I.y -- BRG. wALI. rjl/�•�Y1 b1OY1 _ rG �J C7(MAXIMUM) NOTE: N. LU p 4 iVO: F-L?, lORL�AE 2 '7P^IITpCHH MAX. 0, DILNG:�PP. F. BOT CHORD•. 0/ 2 - % 2 �:C•+� f] 1...4..3, 90D.�.� IV,dr,5 OA4 WZ aF-G Mar 1X 8'0 l p,X Fort 5PA, 6• LF.6-s. T9,W ?-6 ll C] ti J r IfEXT. 41011 EXT. 2vnll 2 10 11 olrr �� r r �r r�r CHoRf.7�P rr'I rr MX4 WEoon rr r� _ s Ep CO1CR S RC NLc� 1FC1 AS R TFtUS bBE51 ItI.MAY E.,0.WALL . I 810EJACK BRG. WALE. Sip A4 e ON ALBERT H. w�QPOFESSIJ GALEK o �F E• Ca.H. 8101' �d jF(VARIES (MAXIMUM) Lu /mo,4723 a C01817 Ev,6-30- .DF—'rA1L ROR CQMM� AND• ENDJAC.KS . s�q ci HIP RAFTER BASED ON U.B.C. CODE (TABLE 23-1 V-- QF CAI.��Q, xTNIVERSAL TRUSS, INC 9978 SULTANA AYR.FONTANA,CA 12336 ` STANDARD DETAILS ONE Jun R6,R4on pp FP��yyyy pEHT !4M N p�Y a. « A LE 8 RMO MOST RRPTEFi b F�TM SEE L]ET•AIL.A C:OMMCIV TRUSSHIP g - D46Fi C DETAIL A , , x • 7..eHIP RAFTER x , Iu . ed NAIL- PLAN 'VIEW JACK To HIP 7f2x- FiIP Ei.(AF77EEpRCFiC7RC72xa WEL7aE 11190.WALL. EBR0.WALL HIP RAFTER SIDEJACK END JACK r Rlaa a Lelaael ��"�K Q � �� ALBERT H: GALEK CIVIL QROFESS/OF pN MOWw m w 01 17 Exp.6-3 HIPRAarIs ISOMETRIC VIEW `P • • .• ... •• •. ••• �ALpLCON�H-L•CpTION®pRRBpGUIR�ppA�tfpFRR UB4•. •• �� CA\�. 1KT AL4�RI�FT�81N LIVI�r�,t t3A9; ' UNIVERSAL TRUSS, INC SHEET rl 437;BLILTANA AVE.FONTANA,CA 92336 STANDARD DETAILS T•Eprr(o L. 1 ❑6 j Y NONR JUti 28,2000 4 I/ STANDARD GABL E END DETAIL.; pR$pMfD BT Ii;AMI GEfICE WIND SPEED 70 MPH, MEAN WALL, HEIGHT 15 FT, r-N�,0 X DIACONAL OR L-BRACING TRUSSES AT 21' O.C. ' REFER TO TABLE, BELOW 3xd �0,2 0!2 ,►-L 1/2' PLYWOOD SHEATHING 12 2X3 TYP, VARIES TO COMMON TRUSS NOTE; TOP CHO�Q MAY BE NOTCHED 1'-3' MAX, 1 FOR 2X3 OR 2X9 INSTALLED' " FL.ATWISE L> 32' o.c, ON GABLE END WITH VERTICAL, R IW 2X4 LATERAL A A BRACING AS • - REQUIRED, a 3X5 -END WALL• - FURRING STRIP OR LATH CONT. BEARING, .:'DST A Arp 4c�,r. TOK- r . 3X5 SPL. OPT, C-rta - SPAN TO MATCH COMMON TRUSS, TYPICAL' 2X4 L-•BRACE NAILED TO LATERAL BRACING NAILING SCHEDULE, 2Xi VERTICALS W/8d NAILS, 8' O.C. VERT, HEIGHT, H. 2 AT D END VERTICAL STUD UP TO 7'-0' E 15d SEwCTTON A-A, OVER' 8'-6' 4 16d MAXIMUM VERTICAL STUDS HEIGHT, FSPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BRACE 12 INCH 0.0- 5-7-2 I4-3-12 1e-4-1� 16 INCH O,C, 5-1-6 1Z-•¢wla 9-S..g 24 INCH NOTEI 3,FURNISH COPY OF THIS DRAWING TO CONTRACTOR !.VERT, HAD BEEN CHECKED FOR 70 MPH WIND LOAD, FOR BRACING INSTALLATION, MEAN WALL HEIGHT OF 15 FT, AND L./2iO DEFL, CRIT, lCONNECTION BETWEEN BOTTOM CHORD OF CABLE END 4.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, TRUSS AN❑ WALL TO BE PROVIDED BY PROJECT ENGINEER NOWSER FOR TEOLT pMECT CMPRRARYANA ING OF ROOF SYSTEM OR ARCHITECT MINIMUM GRADE OF' LUMBER Qp,OF /pN A • H. T,C, 2X4 No.1 91 DF-L CRITERIA B.C. 4 No,l DF-7L ,r Webs 2X4 .: STUD DF-L. ;UgC 9r .» � ALBERT H. 1 • 7 8. 75 GALEK 6p.6.30-05 LOADING (PSF1 STR, INCR, ; 15 X r CIVIL D7 L G DRAWN BY i JS '��a �' ��q CIV1 TOP 25 10 BOTTOM CHECKED BY ;JAI N9.4723°� r�pF CA 1F� � la . SPACING; 24 Inch O.C, REP. STRESS; ,`IES V OFcn �ll N 1 � m fN 14 018175, � Face.6-3 VNXVERSAL TRUSS, INC l876 SULTANA AVE.FONTANA,CA 92335 STANDARD DETAILS D ~NONE Jun 28.2000 RING STRUCTURAL FILL TRUSS DETAIL NCO ?Rb%oisl E�oR GTiA�TRU� 1 OVERHANO TRUSS GFACIN� (.EAVE e?OESS/pN H. OUTRIGGER NOTCH DET w � NL EAfe* cc co 1� Exp.6-30 S 4. ALBERT H. GALEK CA1 UNIVERSAL TRUSS, XNC 3376 806TANA AVB,PoNTANA,CA 92335 •STANDARD DETAILS L NGNI Jun 26,2000 r i •rri.•uarrNrfN•MlssrrsN•i � � l.��...,.... �.+�=�.+..�;=i• i �.rrts•i��rrrr►sr•i����sHs��ee�iissriiiisiii•rir►�r ss�itMil�s lllsttss/ISI7�r►rr�rrs rirr. •/r�I►III I�III/t//tI/I/ISlairr'I isrj` - }r�l A,y rMOM s ■■ / ! .STANDARD DETAILS 'L+7 • ; � � r �,M *l u b r Sp-cles used in mhmubctaratg of trusses maybe one of the follo� . LDauglas Firl arch DFL 2 Sprum pme fir SP'F PkaseME=to fggT uDs'Vae - *DesignloadsforbassesamanabiownsnTyvm ►SDr TlmseroadsakaaldhereviewedbyPsojectAclulect/R%i eerfaradequ-7- Additl nrallo-dirgif%.pined.dJimWbeprovMedtoGang-NalTcamponerft�lnmmwzftigga--hilmumof5daysFewtofahjmtiaao.OoomisewiRbedewod.acaeglaMm *If his es die regtzized to tryanyshearloads;those loads mnstbe edjo GaagNail Campone►�.Inc na orderfo r them to beincludedifttie dcsigna£the humesy a InIn arum of 5 days pmrto h&dcasnn. *Bracing and crossbridguigis=tprovidedas part uftmwpwJmge,howemltistheresponsUnIV offs &g—Cooatmctorta.adegs abdyb aaetrusses perr dad Braci.gbetalls. mruybe ar,to-r Ae.. deffeC�n oftrflaHl3 vs.adlaaenthussesorwalhL *Adlq .yc Strum taieoeiveddkpbmgmnmWng stobe,l--Ia'e$,�byplujectA..-t_teWEug�If isnotuatified nwritlagasnmi—a#5dayspgorbo {�rk%fi= tt c" 1o,-,LS4C4 or trues maembe=need bo be changed Qr nuK 54 they wM be deemed accephiLble as present- 4 *TrussoonRgc=6uv(s)unitmmber size(s)I gmde(s)wayvary to accommodate ava7si Ryofbnmber at time of Fabrication *Dine to occadondbowingof]have c used mbodum choxdof,.,r, s,ais obT to levdsmch=eve mem by attavingup tot/4 iachwi8nutadvmwly affergghgegrity of Lrosa design. ►hrlararQs&ecaarr irts�.Caaaa.sbrlbrrmRm eaadovtalar.r>r�rl - rbaa.rmrNard�rars t.aadnr c�.rssharnYpootmupomAcahe[mtb.p�eaDlLd. lblca�shad amm.r�t=Wwbs lsftppovaorcat4W utfdhai+a smr[aft �e�rp6lrsa.n edin um6�sm,.tn.uapoa. and pia®rratbodw itbddkq omapmatt mvpwwr lNLwskr�u b ampsdis�lI dbipaduruadW - kL%* #mb weslawa dsud bw kwbWAL +�r'ipf. sailcdovaao s�pmrsd kdpocum piaraaadforrusisara W►rsilac.er adr[bad=%wdzwd agmLQmd9ww dkd0sWe=wor30WVGd uW V&bbrwwv*r rraadaafs Les Pktn wlbwksh =ubWh6oa LairaWnwdLwdoaam Qyatwm Wbwkaawbaapplsdtorha dWtbxwdwuadiorimFdiaG &UMISMeodnes. - f d�na6lat ddhai arMhWhinaralrRlwt wrdapadssdnaaandnFstfo COMPOOK�t, fha®ddlhfsmrpmadslmhespariiedMIIadagardlla [7tirdnwaLwaaaarsomedloha YL4saudhaoi�strs.�+Waaod dbeRarQal4eRadaspecsAad. Gs[ewu4h�wmrdsedmimF�awetafp�er �pldemudasn laLdynrlot byPLKft9r sh�+rn Pok4 ryii+Ldds up.atri piopr¢Lr�orlRmda4 pe aksgra Iobda appwatsadl�tam oniaa aydatc Relarlo_rewiWloYkara}rHderaYttsd. >� wtal reosraidcllailaaydesipnaskbaaslodkoted dustlarartwmapW hdotaridOiiameps�si. - Rrstslddbard6orinYadadd� irAadolbotdjoiat}pssdpffi lmdasbnaodtlrmiiedals Ga 64M Comparada,bcars�eam mOhd mod lllwdedrtacLdalmEahwradosmtw dit;dla�4mdr. •.. �O lzmsamal sdmAras to bs forsmnc F4i>ron pi�salmwdea�I +�cbd a�ahaLdaiLl aoosptamrespora6RTforldaTabiraGReard4np fl01H71115EI165 L p blew d�➢rsrdBamniieis dmtioi"go=olhwdb -d— o�ru5aaa]lad4e�ltioatradsww and la bWandoomparrerte. 4daefisdr�sdey sslaodwd=ds4 M - smrcbaa dlm.S�AilCardTPL aPP�4�tihaiLarIItald�edffie4alrofbalspoddstblf6e. . aammerwd I on adsdrwhoQ IMPORTANT: READ ALL NOTES ON THIS DRAWING! D10 D F r r rl Ty- t7757D CA Z7'6