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HomeMy WebLinkAboutTR 30493 Briarcliff _ Crosscreek GENERAL NOTES CITY OF LAKE ELSINORE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND APPUCABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UBC, CHAPTER 33. TRACT N O . 3 O 4 9 3 1 74 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. SITE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4733)48 HOURS PRIOR TO GRADING. B R I E RC L I F F MODEL SITE LOTS 1 - 4 LOCATION CROSSCREEK MODEL SITE LOTS 5 - 8 CANYON 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 15 HILLS R NEWPORT RD 5. DUST'SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 1�L{tOM � 215 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN. PRECISE GRADING PLANS CYN.RD. �o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN �D�� RD SC01T RD ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM D-1557-70 BUNDY N. RD OOD YN. TEST METHOD. CYN. RD 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND Tt CLINTON KEITH RD APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL -EROSION CONTROL NO I GS; NO 1T1FlCA t IONS' 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES BY THE SOILS ENGINEER. A. IN CASE ON EMERGENCY CALL DENNIS R. SMITH FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: N 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM (Responsible person) CITY OF LAKE ELSINORE 1-909-674-3125 OF 3 FEET, THEN 1%(MINIMUM)TO FLOW UNE OF EARTH SWALE. AT (909) 739 0458 (24-hr. phone no.) GENERAL TELEPHONE 1-800-422-4133 1 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10 FEET, AND 2%IF CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 THOMAS BROS.MAP PG28.GRID D4. 13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. ��_ --- 29242 03/31/07 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 VICINITY MAP- 15. 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS, ALONG THE TOP OF CUT SLOPES. (Signature) -mod RCE NO. Expiration Date MEDIA ONE CABLE TV1-903-674-7741 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-422-4133 NOT TO SCALE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, 70 SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL OR TO REPAIR ANY�DAMAGED ENIENT LEROSON CONTROL MEASURES WHEN FAIN OCA17ONS TO FACILITATE RAPID TISNIMMINENT. OF TEMPORARY DEVICES 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPAC77ON REPORT BY A SOILS ENGINEER A� SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. D. EROSION CONTROL DEVICES SHALL NOT BE MOVFD OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SOILS ENGINEER 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY"PACIFIC SOILS AND THE ENGINEERING GEOLOGIC INVESTIGATION PACIFIC SOILS ENGINEERING, INC. DATED 5/3/2001 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL PLACE AT THE END OF EACH WORKING DAY,SANS CONVOY COURT WHEN THE FIVE-DAY RAIN PROLtABIUTY FORECAST EXCEEDS 40 PERCENT SCAN DIEGO, CALIFORNIA 92111 SOILS ENGINEER'S CERTIFICATE; 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING TELEPHONE (858) 560-1713 PAD ELEVATION. WHERE SPECIFIC-ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT 70 MEAN SEA LEVEL) F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESIL7ING 7� THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL -OWNERlDEVELOPER TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED ALSO BE IMMEDIATELY REPAIRED. PARDEE HOMES FOR THIS DEVELOPMENT. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 10580 WILSHIRE BLVD., SUITE 1900 CONSTRUCTION/GRADING. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE A7 THE LOS ANGELES CALIFORNIA 90024 CONCLUSION OF EACH WORKING DAY. TELEPHONE. �310) 475-3525 (Signature) (GE NO.) (Date 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT BASIS OF BEARING: (Signature) (CEG NO.) (Date) PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT OR CREATES A HAZARDOUS CONDITION. GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND BENCHED INTO AIETZ" I.E. N06'21'37'E THE COMBINED SALE FACTOR AT CP 2015 FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO + IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 299/1-5. PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. ENGINEERS NOTICE GRID = GROUND x COMBINED SCALE FACTOR 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVb7L,AND RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF TERRACED AREAS AND ANY SUBSTRUCTURES. CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. EARTHWORK QUANTITIES: THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING,AND FILLING OPERATIONS. TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL RAW CUT= 8 X 60 = 480 C.Y. (SPOIL) B R I E R C L I FF MODEL SITE LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE i 25. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 72 INCHES ON CENTER, SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. --OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT,IN ADDITION 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON _ _ P.M. 30962_ TO GROUNDCOVER,SHALL BE PLANTED WITH APPROVED TREES, SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOA77ON AND PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET ON CENTER, COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH LEGEND: HILLSIDE DRIVE IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE CURB AND GUTTER 622 PROPOSED SPOT ELEVATION UBC,CHAPTER 70. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ---- RIGHT OF WAYON PUBLIC I - 26 APPROVED PROPERTIES DURING MEASURES THE GRADING PROJECT.DRAINAGE PROVISIONS MUST BE USED TO PROTECT OR RECORD RL0 LOCATIONS. EECORDS, OR OCONTR CONTSE RACTOR IS REQUIREDD AT VARIANCE TAKE DUE POR7ED --- PROPERTY LINE STREET LIGHT 4 3 �.5 a- PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 2 1 ml 401 400 3 AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS EASEMENT LINE 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON �)56 LOT NUMBER y ' AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK. _Tj PROPOSED SLOPE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 2.3% STREET GRADE 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, -605 FINISH CONTOUR ELEV. C) C�-" OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. WATER METER SW--- EET ACACIA COURT 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED - - - - LIMITS OF PAD -- 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. BY THE PREPARER OF THESE PLANS. INTERCEPTOR DRAIN ® AIR COND1710NER 31. SANITARY FAGLITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS 4. QUAIY7177ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. ELECTRIC TRANSFORMER j 6 9 10 11 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR W WATER MAIN 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS TO BIDDING FOR CONSTRUCTION. S SEWER MAIN A__N HANDICAP RAMP 5 OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL + CURB INLET CATCH BASIN BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. .PRIVATE ENGINEERS NOTE TO CONTRACTOR --�•o DRAINAGE SWALE 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY THE EXISTENCE AND LOA77ON OF ANY UNDERGROUND UTILITY PIPE, CONDUITS -l--P HIGH POINT OF SWALE Z�l FIRE HYDRANT ROS CRE K OD L ITE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE y 17 16 15 14 13 12 HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING DEEPENED FOOTING EXISTING SLOPE UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN BLOCK WALL (PER SEPARATE PERMIT) ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND �, 6'HEIGHT WOOD FENCE �{ � .�F RESPONSIBILITY FOR THE U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN OR 35. APPROXIMATE DATE OF: NOT SHOWN ON THESE DRAWINGS.BEGINNING OPERATION: DECEMBER 2004 . PHASE LINE COMPLETION: MARCH 2O05 BENCH BLOCK WALL KITH GATE ✓r - �I i �GI II' li - °' "s 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILLKEY MAP BE PLACED ELEVATION: 1400.873 " - d IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION, MATERIALS, AND DATE: 1970 � _ DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. RIVERSIDE COUNTY DESIGNATION: E-14-70 U p�/V BACKFLOW VALVE F Ir7�! i I u NOT To SCALE DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE �.. r.,,� ° 1 Pd on 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET + .� ,e„oed w NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN d of such THE TOP OF CONCRETE POST E-14-70. 6 ,P- 39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL&INDUSTRIAL STORM WATER DISCHARGES. i�„ J t i tt, ��i I-Ji0`s °d'��nan be oal d. WDID #833C300693 I 0 0 0� tapn 2My-Mo , N0. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: O�yOFESS/0Nq PREPARED BY: CITY OF LAKE ELSINORE - ALJ.�lnc u THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 4�'�F,PH H TFy`, PTA TRACT NO. 30493-1 SHEET: 2 APPROPRIATE CON0I710NS OF DEVELOPMENT AND/OR CITY y o BRIERCLIFF MODEL SITE - LOTS 1-4 DALVTOLLIFUMc^r^ CIVIL ENGINEERING ?3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. .9242 LAND PLANNING OF., 3 4 LAND SURVEYING CROSSCREEK MODEL SITE - LOTS 5-8 /elo�Y�°%l��P A� 5 KEN SEUMALO, P.E. N0.56915 * anew.3-31-2007 * PRECISE GRADING and G�CSJ- VUll OO�u.�7 1181 CALIFORNIA AVE. -STE.202-CORONA,CALIFORNIA 92881 J, (951j280�1 FAX(9511280-4150 FILE N0. TWO WORKING DAYS 6 f9ff CIVIL pA�P PCE 29242 /-iG-O� DRAINAGE PLAN OF 0& CA\F BEFOREYOU DIG 7 JO H AR GE U0.'NSE N0. DATE W,Q. I FOR:_- F.B. LEGEND: ABBREVIATION: GENERAL NOTES: tC - CURB AND GUTTER 62ii PROPOSED SPOT ELEVATION FL FLOW LINE 1.SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 16" WIDE RING-BLOCK COLUMN TO MATCH ( FS FF HOUSE FINISH FLOOR PERMETER WALL CENTERED ON P.L. —--— RIGHT OF WAY y 2.PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 79& FS FINISH SURFACE 5- (MIN.) PROPERTY LINE STREET LIGHT GB GRADE BREAK 3.LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. HOUSE __ GFF GARAGE FINISH FLOOR — EASEMENT LINE 156 LOT NUMBER 4.MINIMUM SIDE-YARDI 5'. 31 1 31 1 HOUSE _ TC TOP OF CURB �C PROPOSED SLOPE TYP TYPICAL 5.NO DRIVEWAY SHALL EXCEED 14% GRADE, WITH A VERTICAL CURVE AT GARAGE. 2.37 STREET GRADE FIG FINISH GRADE(DIRT) —605 FINISH CONTOUR ELEV. 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE WD WATER METER PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD, 42" WIDE WOOD GATE TO - — — - LIMITS OF PAD ® - A COPY OF THE 'GENERAL SPECIFICATIONS' FOR THE PROJECT AND HAS HAD MATCH WOOD FENCE INTERCEPTOR DRAIN AIR COND177ONER A PRE-CONSTRUCTDIN MEETING WITH THE OWNER'S ENGINEER. 1 Q ELECTRIC TRANSFORMER 7.POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN m —W WATER MAIN EXPANSION INDEX HIGHER THAN 50(U.N.O.EXPANSION INDEX TO BE (3) APPROVED HEAVY DUTY HANDICAP RAMP HINGES —S SEWER MAIN DETERMINED FOR EACH LOT AFTER ROUGH GRADE). _ [� CURB INLET CATCH BASIN 2 i- .O RP. DRAINAGE SWALE 8.CONSTRUCT 4'PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER 2"x4' 4'xA. RWD POST W/ 12"x12" HIGH POINT OF SWALE FIRE HYDRANT EVMWD STD.NO.S-14.SLOPE 2X MINIMUM,TYPICAL ALL LOTS. CONC. FTG. DEEPENED FOOT77NG i EXISTING SLOPE 9. INSTALL SEWER CLEANOUTS, AT 100' INTERVALS AND AT ALL ANGLE POINTS, BLOCK WALL (PER SEPARATE PERMIT) `/ 10. CONSTRUCT V COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE, FENCE CONNECTION AT FRONT OF HOUSE �———— 6'HEIGHT WOOD FENCE B V BACKFLOW VALVE TYPICAL ALL LOTS. NO LOT SPLIT PHASE LINE )F ARCHITECTURAL ENHANCEMENTS 11. INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD NO. S-12 ON THE FOLLOWING LOTS. 1, 2 AND 7 N.T.S. BLOCK WALL WITH GATE P 5' (MIN.) FAD GRADE 2� PAD LRADE I 3 HOUSE g APPROVED I1'-9--•►I� 3' S LATCHED1 M % SWALE 07R YIN. N M -- "-- -- •.� 39"t 0T HOUSE 0(~� R/W 10, :.t D I* r EX7RA DEPTH OF FoonND ; 5 YIN. I - .. i ® PER DETAIL HEREON 5' SIDEWALK 5' `` I A ?EI A CURB OUTLET 5 PAD ELEV.- o 4"x4"RWD POST 2% � DErAa.a �• 2"x4" N.T.S. 2 io I W 12"X92" CONC. [CLASS ..-.....- .: - 'T:• / -:. B3 MIN16' COLUMN �G•W "B" R/W0.5* TE g Y `"= MASONRY WALL TO MATCH 2' 2' 2 PERIMETER WALL STEP AS is LASS NECESSARY CONCRETE TRANS. 1 16" COLUMN - MATCH PERIMETER WALL BLOCK SECTION E—E N.T.S. CURB OUTLET I d o FENCE CONNECTION AT FRONT OF HOUSE51 LOT SPLIT n DRIVEWAY APPROACH DETAIL N.T.S. N.T.S. STREET a E E DOWN DRAIN TYPICAL LOT DRAINAGE 9 PARKWAY CULVERT NO SCALE N.T.S. CONSTRUCTION NOTES: QUANTITY: 1-CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON 2,965 SF 2O-CONSTRUCT 6' HIGH BLOCK WALL (OMIT ONE BLOCK PER DETAIL A HEREON) 146 LF CONSTRUCT 6'HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFlCATTONS 6 EA -20Z•MIN' 4�! - - BLOCK WALLEXTRA DEPTH OF_ �A•1AX ORIGINAL GRADE - -" - 4o-OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW NA FOOTING REQUIRED �� (BY SEPARATE PERMIT) 5 CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFlCATiONS W-4 MIN.) 665 SF PER PLAN 2pq MIN PL 0- ( -DEPTH OF FOOTING FINISHED GRADE ' ' (6)-NOT USED NA REQUIRED OMIT 1 BLOCK 3' 2'-yi+-2' 3' 7NOT USED NA FOR FLOW12 8 -CONSTRUCT RETAINING WALLS (PER SEPERATE PERMIT) 45 LF F.G. - EXTRA DEPTH FOOTING PAD lox X � 1 I MAX. PAD 9qx o-CON57RUCT 2"AC PAVEMENT OVER NATIVE 5,340, SF MA 2: 2:i 209ENO SCALE µqXf0 INSTALL 2"X 4'REDWOOD HEADER .I, I �$'S'd, NOTE: - - PAINT BLUE HANDICAP SYMBOL SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH 1 FA FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID 6" MIN. COVER SECTION A—A 12 HANDICAP PARKING SIGN -'1"�°�'A HOUSES AND CONSTRUCT EXTRA DEPTH FOOTINGS AS SHOWN. TO TOP OF FOOTING N.T.S. 13 NOT USED DETAIL A oonNc � uI 2 �ata �„p N.T.S. 14 CONSTRUCT 3' WIDE PARKWAY CULVERT PER C011TY OF RIVERSIDE STD. NO. 308 15 DEMO PORTION OF EXISTING CONCRETE DRAIN - "'""' 65 LF i6 DEMO EXISTING DOWNDRAIN AND RECONSTRUCT PCC DITCH AS SHOWN 6 LF LTqlJ o 0 0 D gdVM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION' �oFEssrQW4 PREPARED BY: CITY OF LAKE E L S I N O R E i THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �Z�P H�'T Fy - TRACT NO. 30493-'I SHEET: 2 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY `��� C�.- 6 c CIVIL ENGINEERING Q�MLL FFIM 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED, Na29242 LAND PLANNING BRIERCLIFF MODEL SITE - LOTS 1-4 3 '� ISM O 4 LAND SURVEYING CROSSCREEK MODEL SITE - LOTS 5-8 of KEN SEUMALO, P,E.NO.56975 DATE * ew 3-31-2007 'k - -1181 CALIFORNIA AVE. -STE.202-CORONA CALIFORNIA 92881 G E 5 �¢n (951)28 1 FAX(951)280d150 PRECISE GRADING and FILE N0. 44 TWO WORKING DAYS 6 gTFOFICAUFO RCE 292424-2,6-s- DRAINAGE PLAN BEFORE YOU DIG 7 JOSEPH HA TGE LICENSE NO. DATE I W.O. FOR: IF.13. I i MODELS DISTRIBUTION SCHEDULE - ----- PLAN ELEV. LOT NUMBER STANDI REV. JELEV. TOTAL PLAN TOTAL TOTAL BLOCK WALL pA X 1 (PER SEPARATE PERMI I -- - p 1X 8 36.56_ o sl -_------ -�' t, 1 2 I FG 546.E 546.6 / ro b I FG I FG ' l 1 I 8 X t 1 5.0o I 1 I r J J I 549.1 FL I ,� 1 1758' I I / I iR HP n I I r C. HP ? S 8.8fL -_4 F�' I 8'S 547.7FL g 5 6.2FL I I I I I OINDICATES PLAN IS REVERSED ON LOT o_ I HP 150 � I I I 549.2FL 549.2FL I t o I 1 m L CK WA I I A PLAN 3 5474FL I o f ( SEPAR TE POUT) I I I 5.00' S.7T 0'DF I 47.4FL 1 0 l I I I1 L] X 1 2 I p LOT 3 : 1 I 545.9FL 545.9FL D I ul 0"DF FF=549.976.00' 1 LAN 2R II PAD=549.3 I: O'DF 7.41' 1 II i ^ X i PLAN 4R D'DF I. LOT 2 ObF I PLAN 1 R �I l LOT 4 N 0.2bF I 3 FAFD579 5.00' 3 LOT 1 C I I I I I� FF=550.27 I GFF=548 7 a FF=547.07 4 I r I I I I PAD=549.6 A A a: 3 I 2 I PAD 547. I D I X 1 1 0l I GFF=547.5` a I45.6FL D II 1 Z A I I I GFF=549.27N '-� 541.3FL mI j 0.3' I m I II a�oT 5 � I 1 3 roII 2 0.3'DF = I I of 1 FF=54fi.07 19.50' l X t I I of v 546.8FL 1 m Q I C 548.6FL 4 o� : I m I I 1 15.67 GFF=547.40 546.9FL I GB- 5B.6F 548.1 GB I I N MODELS = 8 UNITS I FF=548. I� 545.3FL - I cFF=54sso 54 3F CONSTRUCTION NOTES: I 1 0.4'DF �n / 0.4'F GB I 1 I 548_95FS �� j I o 5 I I p m I GB i CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 I 5 � �I o o� q, I 2O-CONSTRUCT 6- HIGH BLOCK WALL (OMIT ONE BLOCK PER DETAIL ON SHEET 2) I M� l� By 3 pv S.`' I o-CONSIRUCT 6'HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS I I 0 h�. 47:95BW OS' 44.43' / 51.06' I 3 „547,2q®W r 46. 98 4 79 .. 7 2 ,- - / 4O-OMIT ONE BLOCK AT FLOW LINE TO FACILITATE FLOW I 550.4F5 A6 m ° So-CONSTRUCT 4"PCC WALKWAY PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4' MIN.) 549.4FL " - 549.6FS 6�-NOT USED O7 -NOT USED 540.50TW I + O �oGo Zo _... 0-CONSTRUCT RETAINING WALLS (PER SEPERATE PERMIT) ^ +� +^ ET ACACIA, 1 COURT t_ _ I�CONSTRUCT 2"AC PAVEMENT OVER NATIVE 551.7FS I v. _ -- / t 1 ,n o .0 o 0-INSTALL 2'X 4"REDWOOD HEADER 550.7FL L 15 e +I n a,It1D N to m,o m" i t PAINT BLUE HANDICAP SYMBOL 1 552.201W o L 548. OT 16 Zn.8� mw m 12 HANDICAP PARKING SIGN D 1 p 13 NOT USED I 542 Elm 14 CONSTRUCT 3' WIDE PARKWAY CULVERT PER COUTY OF RIVERSIDE STD, NO. 308 I 550.20TW I 1443 99. .. _ 66 00'• w y - - '.. -` SEE DETAIL ON SHEET 2 547. TF A - 33 04 45.78BW '� 60.65 5 s. 39.99 ( ) n 541.50 541.10 �I BW 541.30 6 DEMO PoRTlON OF EXISTING CONCRETE DRAIN FS 16 DEMO EXIS77NG DOWNDRAIN AND RECONSTRUCT PCC DITCH AS SHOWN I 550.SFS U c� ` oo vv o N m �, I,: no I 549.5FL \ 365 0_ 5 I 541.f0 544.8FL 542.8FL FS �ix GB 12 11 LOT GATE LOT WALL GB b I pL # TIN TF FG # TIN TF FG 0.4'DF I GFF=545.50 I 4' I 56.12• ._ ,w 2 4 545.0FL I G 543 OFOI I a I VARIES 1 552.3 545.0 545.7 1 - - - I GB N 5 l a 547.7FL I 2 4 GD I. m R' I n, FF=5 GB 48.20 a\ 3 } n SWALE 7fG o 5488 FL 547.SFL 2 4 I I m' I I of 42.0 B 547.6 `"1 CL 2 554.0 546.6 547.1 2 553.6 546.3 547.2 1 m GB Be I o 1 0 VARIES VARIES GFF= 7 GFF=543.6 I FS I BLOCK WALL 3 555.3 548.0 548.5 3 555.3 547.3 548.2 PLAN 2 ' I 0 542.0 FS I GFF=549.70 LOT 6 I-� D. 'DF I A 0.2'DF I 225' 1�• �OT 110 (PER SEPARATE 555.3 548.0 548.7 4 555.3 548.0 548.6 I 548. 548.7FL I FF=548.37 FF=549.37 I PLAN 1 XR I PLAN 1 R I PAD=541.0 PERMIT 4 GB I �! � PAD=548.7 I LOT 7 5.00' i 5.00' I m 1 Ff=Sas.s7 LOT 8 i N LOT 9 I FF=4Z07 1 I I q 3 0} q 2 0'DF PAD=5460 0'DF I =544.fi7 0' F I PAD=542. PAD ELEV.=46.4 5 555.6 547.6 548.7 5 555.6 548.3 548.8 I 5.00' I PAD=544.0 - - I j 548. 545.4FL 545.5FL 543.4FL 4 g 4 18 9 I M/N, 2= GFF= 9�7 ' I 548.2FL J I I I Z��Mg1 pIAX /� 6 555.0 547.0 548.0 6 554.6 546.6 547.8 I I PLAN 3 5.00' Q I 43 10 ° S�P�P a 7 552.0 544.E 545.2 7 552.0 544.6 545.1 i 27.23' LOT 5 0'DF I iT 1 I 1.y� 00 600' , 1y I I FF=550.27 I --� OO' 0 545.SFL N SFL I 543.0 PAD-549.6 549.1 FL 16.00 54 5FL �' I HP i HP i FS 10 �3.0 _ _ _ ) 8 - 8 550.0 542.0 543.0 1 i 549. FL 1 1 i I s43.o I SECTION C-C �kALL WALL FOOTINGS TO HAVE 6" MIN. COVER 49.4FL 9 I 67.88 6.78' HP Sa 66.00' 66A0' I FS L- --- --- NO SCALE II N �- I I I I I BLOCK VALL LOT 16 I LOT 15 t LOT 14 I LOT 13 78. (PER S PARATE PERMIT) I 33' LOT 17 PAD=546.2 PAD=544.8 PAD=543.0 PAD=541.4 _- '/ _ PAD=546.8 OP OF SLOPE 1 ��4028 I 1 I I 10' PER R.G. PLAN f-PL 7.4' 50, ro % / �LANOSCi1PE LOT Styes F.F.=PER PLAN 1 / " AD ELEV. _PLAN CL 2' FF,=544.67 A�FFLL ' 5 _ PAD ELEV.=544.0 NOTE. Ea-V--PR 2%IAN• ° FS ElEU.=542p 2X MAX _ _� 'k4.i; 20�MAX. OF VARIES BACKFLOW VALVES ARE REQUIRED �d n 2 FROM 0.1' TO 0.2' o �. 2 FOR LOTS 1, 2 AND 7 �. 20 �o ao R inch o� NO REDWOOD HEADER ALONG SIDEWALK ..:... .• y`� aEg " SECTION B-BP SECTION D-D GRAPHIC SCALE(IF PEEP) NO SCALE NO SCALE D o o Q Epp s NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY: Z WLySIt\S II 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WRH THE �FQ4'SPO,p'I-/IaR f Fyn, - _ CITY OF LAKE E L S I N O R E SHEET: J APPROPRIATE CON0IRONS OF DEVELOPMENT AND/OR CITY `' o(� c y TRACT NO. 30493-1 F CIVIL ENGINEERING 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. � No.29242 � LAND PLANNING BRIERCLIFF MODEL SITE - LOTS 1-4 4 LAND SURVEYING CROSSCREEK MODEL SITE - LOTS 5-8 OF., 3 KEN SEUMALO, P.E.NO.56975 DAZE ^� * anew•3-31-2007 * - 1181 CALIFORNIA AVE.-STE.202-CORONA,CALIFORNLA 92881 PRECISE GRADING and d d `Ct�J7 5 28 144 FAX(951)28LF4150 TWO WORKING DAYS 6 �9TfL CA`�FO \P RCE-29242 _Z{_-,` DRAINAGE PLAN FILE N0. BEFORE YOU DIG 7 JOSEPH HARTGE LICENSE NO. DATE W0. FOR: F.B. I PROJECT SUMMARY SEQU13NCE OF DRAWINGS SEQUENCE OF DRAWINGS ------PARDEE HOI-�l sht, plan description sht. plan description PRO.EGT ADDRESS: ---- SYCET ACACIA COURT COVER SHEET LAKE ELSINORE,GA 112532 Q Q Q Q PLANNING AREA - 22 PROPERTY TRACT 30443 6.1 GENERAL NOTES D.1 ARC44.DTL3. ARGHITEGT)RAL DETAILS I OF I ENERSY CALOULATIONS D.2 ARCHITECTURAL DETAILS BLD6.CLASSIFICATION: - SINGLE FAMILY DETACHED R3NI D3 ARCHITEGTURAL DETAILS TYPE OF GONSTRUGTIONs ---- TYPE V-N 1.1 1 PLAN I SLAB INT'ERFAGE PLAN D.4 ARCHITECTURAL DETAILS I.IX SLAB INTERFACE PLAN ADDENDA D.5 ARCMITEGTIRAL DETAILS FIRE ZONE: ___._.__-_-.....----.._..___.-_LOW 12 FIRST FLOOR PLAN 12.6 ARCHITECTURAL DETAILS CODES, _--_____-_----_-__--2001 EDITIONS OF THE GBG,CMG, 13 SECOND FLOOR PLAN Q a Q Q Q Q Q Q Q Q Q 13x FLOOR PLAN OPTIONS CPO,CFO,CEO AND TITLE 24 1.4 FIRST FLOOR UTILITY PLAN 60VERNIN6 BODY: __:..-_-_.--_-_- CITY OF LAKE EL51NORE Is SECOND FLOOR UTILITY PLAN R 130 5. MAIN STREET Ib INT3iIOR ELEVATIONS n n L' LAKE ELSINORE,CA. 92530 1.1 SECTIONS. SN-1 STRUCTURAL GENERAL NOTES 4 REQUIREMENTS (4151) 6-14-3124 18 FRONT ELEVATION'A"AND ROOF PLAN SN-2 STRUCTURAL DETAILS 4 NOTES 1.4 LEFT,R1644T 4 REAR ELEVATION"A' �/^��,,,TC r�r�e 'rr'rw�y 1.10 ELEVATION'B'FIRST FLOOR ADDENDUM 90-1 STIRUGGTURAL FOUNDATION DETAILS lJ1V S 1 E'�1�1 1►7 Ui ELEVAMON IV SEGOIv FIXO a ADVE4D A SO-2 S174ZIURAL DfiTMs AND HOSES. a ®a a a a a a a a AROHITEGT: ..____-._-__--__-_ BA WNIAN LA60NI ARrHIT'EGTS 2051 ORGMARD M 1.12 ELEVATION'B'ROOF PLAN SD-3 STRUCTURAL DETAILS NEMPORT BEAC44 CA 1.13 LEFT,RIGHT 4 REAR ELEVATION"B' SD-4 STRUG'NRAL DETAILS g2660 1.14 ELEVATION'C'FIRST FLOOR ADDENDUM PT-1 POST TENSION FOUNDATION DETAILS CONTACT: ROBERTA.EfWNETTE ' q`wi59-9100 1.15 ELEVATION'G'SECOND FLOOR ADDENDUM STRUCTURAL EN6: GOUVIS ENGINEEIRIN6It,"4400 CAMPUS M 1.16 ELEVATION' "ROOF PLAN AND ADDENDA S °� NM-PORT BEAN CA. I.I1 LEFT RIGHT 4 REAR ELEVATION"C' 5-I.I FOUNDATION PLAN IA,IB,4 IG = r CONTACT: MAN50UR AMID g2660 1.16 OPTIONAL DECK S-I.IA POST TENSION FOUNDATION PLAN w� V '❑ q4q-752-Ib12 w p 5-I.I5 POST TENSION FOUNDATION PLAN 7407 TAM O'SHANT DR. 5-12 FRAMING,PLAN IA < TITLE 24 CONSULTANT: GONSOL ER 5TOGKTON,cA. 2.1 PLAN 2 SLAB INTERFACE PLAN 5-13 PARTIAL FRAMING PLAN 18 AND OPTIONS .j CONTACT: BOB SEIBEL g5210-3370 22 FLOOR PLANS 5-1.4 PARTIAL FRAMING PLAN IG b 000-526-67" 22X FLOOR PLAN OPTIONS -}- CIVIL ENGINEER: --------_---BV ENGINEERING 1161 CALIFORNIA AVE. 23 UTILITY PLANS 1 - CORONA,CA. 24 INTERIOR ELEVATIONS AND STAIR SECTION S-2.1 FOUNDATION PLAN 2A,219,4 20 CONTACT, RU56 RYDER g2901(0151)2150-4144 2.5 SECTIONS 5-2.IA POST TENSION FOUNDATION PLAN - ---- - 2.6 FRONT ELEVATION'A"AND ROOF PLAN S-2.I19 POST TENSION FOUNDATION PLAN _.._ 2.1 LEFT,RIGHT 4 REAR ELEVATION"A' 5-22 PRAMIN6 PLAN 2A 2.6 ELEVATION'B'ROOF PLAN AND ADDENDA S-23 PARTIAL FRAMING PLAN 2B 2A LEFT,R1644T 4 REAR ELEVATION"B' 5-2.4 PARTIAL FRAMING PLAN 20 2.10 ELEVATION'G'ROOF FLAN AND ADDENDA 5-2.5 PARTIAL FRAMING PLAN 2 Y'l/OPTIONS -- 2.11 LEFT,R16HT 4 REAR ELEVATION"0' it 2.12 OPTIONAL DECK 1 S-3.1 FOUNDATION PLAN 3A,3B,4 3G S-3.IA POST TENSION FOUNDATION PLAN 3.1 PLAN 3 SLAB INTERFACE PLANS 5-3.I115 POST TENSION FOUNDATION PLAN 32 FLOOR PLANS 5-32 ROOF 4 FLOOR FRAMING PLAN$A-SPANISH K OPTION c 32X FLOOR PLAN OPTIONS 5-33 1 PARTIAL ROOF 4 FLOOR FRAMING PLAN 3B-ITALIAN c SQU FOOTAGE AGE 33 UTILITY RAM PLANS 5-3.4 PARTIAL ROOF 4 FLOOR FRAMING PLAN 30-DRAFTSMAN o 3.4 INTERIOR ELEVATIONS AND STAIR SECTION S-SS PARTIAL ROOF 4 FLOOR FRAMING,PLAN 3C-CRAFTSMAN U N PLAN 1 3.5 SECTIONS 3b ELEVATION'A'AND ROOF PLAN FIRST FLOOR 1121 GARAGE 654 3.1 LEFT,RIGHT AND REAR ELEVATION'A' S 4.1 FOUNDATIOI PLAN 4A 4B,4 4G o o Q SECOND FLOOR 1 355 3.6 ELEVATION'B",ROOF PLAN AND ADDENDA S-4.IA POST TENSION FOUNDATION PLAN ° a N TOTAL 2455 3.4 LEFT,RIGHT AND REAR ELEVATION'B" 5-4B POST TENSION FOUNDATION PLAN 'wz N z F [� 5.10 ELEVATION"C",ROOF PLAN AND ADDENDA 5-42 ROOF 4 FLOOR FRAMING PLAN 4A SPANI5H 3.11 LEFT RIGHT AND REAR ELEVATION'G" S-43 PARTIAL ROOF 4 FLOOR FRAMING PLAN 4B ITALIAN 3.12 OPTIONAL DECK S-4A PARTIAL ROOF 4 FLOOR FRAMING PLAN 40 V"PTSMAN _ PLAN 2 < _< a FIRST FLOOR 1264 6ARASE 605 p} � N 4.1 PLAN 4 SLAB INTERFACE PLANS M-0 MECHANICAL MECHANICAL NOTES Q SECOND FLOOR 1 41 5 ' W a} TOTAL 2614 42 FLOOR PLANS M-I PLAN I HVAG .., 4.2X FLOOR PLAN OPTIONS M-2 PLAN 2 HVAG n ITY cr-. 4.3 UTILITY PLANS M-3 PLAN 3 HVAG SG2UARE FOOTAGE YVI OPTIONAL SUITE AT GARAGE +151 4.4 INTERIOR ELEVATIONS AND SCHEDULE M-4 PLAN 4 HVAC Q U 1 LD t I o�gm LL w J F!P.ST FLOOR 1 421 (5ARA6E 446 as SECTIONS 9 z$ L L_ Q) �C SECOND FLOOR 1 41 5 4.6 ELEVATION'A'AND ROOF PLAN 2�gm� E a CA o TOTAL 2556 a.1 LEFT,R16HT AND REAR ELEVATION'A' - x � V p C7 4.6 ELEVATION'Ei ROOF PLAN 4 ADDENDA o f = m a _ U PLAN Q r�..+L"!.L\ 3 4.4 LEFT,R161+T AND REAR ELEVATION'B' ,y 4.10 ELEVATION'C' ROOF PLAN 4 ADDENDA - 8 < Q) J I (,) FIRST FLOOR 14541 6ARA&E 444 4.11 LEFT,RIGHT AND REAR ELEVATION W' � � -0 �0 r SECOND FLOOR 1 531 6ARA6E 2 150 4.12 OPTIONAL DECK zm a o Y TOTAL 2520 Iwu ZT U .nC' N ��0 PLAN 4 f < o G FIRST FLOOR 1 413 GARAGE 613 uANCE aa�~� a SECOND FLOOR 1 562 SCOTT FAZEKAS&ASSOCIATES,INC 0. DATE TOTAL 5055 ul ~ MY Tnese plans have Deco reviewetl for adherence to the hera'oy granted to Issue a building permit pending pr a P c,Z The Issuance or granting Oil not be a perm po construed 10 N C!rn r perrn'.t or approve any violation o;the applicable O F, j D= autnori;y to v'lolace or cancel the provielons of such Va Ci V O X O�� N TOTAL SHEETS om "m T 1 \./ GENERAL NOTES OCTOBER 2002 zoo, i i ABBREVIATIONS , i SYMBOLS AB. ANCHOR SOLT H.G. HOLLOW CORE 5. SINK ARCHITECTURAL aka J ABV. ABOVE H.D. HOLD DOWN ANCHOR 5.0. SOLID GORE _ gV190N 7 A/G AIR CONVITIONIN& HDR. HEADER SGH. SGFEWLE GENERAL REQUIREMENTS BUILDING DEFT. REQUIREMENTS ACOU5 ACOUSTICAL HIGT. HE16Hf SGRND. SGRff�b WOOD OR FETAL STUD WALL' NON-RATED ADJ. ADJACENT HNN6R. HANGER 5EG. SECOND ADJ. ADJUSTABLE HTR NEATER SECT. 5ECTION WOOD OR STUD WALL. THERMAL OR BOUND INSULATED AL. ALUMINUM 5EL. 5ELFLT Work F-Pormed&hall c.orrply riith the POI lowing: PROVIDE EMERbENGY EXIT DOOR OR WINDOW FROM BASEMENT ALT. ALTERNATE IN51/L. IN�1LA710N 5ELSTR. SELECT STRUCTURAL BRICK OR CONCRETE BLOCK WALL OR VENEER AND/OR 5LEEPIN6 ROOM(S).NET CLEAR WINDOW AREA AMP. AMPERAGE INT. INTERIOR SER. SERVICE I. These General Note. IN...otarwlse noted on Plane, on SHALL BE NOT BE LE55 THAN 5.1 50.FT.(52U 50.IN. AV',. AVERAGE 5H. SINGLE HUNG PRE-CAST OR POURED-IN-PLACE CONCRETE WALL .p-fications MIN.NET WINDOW OPENING HEIGHT DIMENSION 24"CLEAR, JAL. JALOUSIE 5HT. `SHEET 2. GaO-I.Bullding God.,applicable edition. MIN.NET WIDTH DIMEN5ION 20"CLEAR FIN15HEP SILL BD. BOARD 5HTHG. 5HEATHIN6 ® WOOD,FINISH,3/8"OR LARGER SCALE DETAIL 3. All cppllccble Local,State and Federal Codes, Ordinances, HE16HT MAX.44"ABOVE FLOOR,GBG 310.4. BLDG. WILDING 5HWd2. SHOWER d Laws, Regulations, and ProtectIve Covenant& governing the SILK',. BLOCKING L. LAVATORY 5L. SLIDING ® WOOD,ROUGH,CONTINUO/5 MEMBER,3/5'OR LARGER SCALE DETAIL a a a a a a a site of work. THE PLUMBING FIX7URE5 AND PLUMBING FITTING SHAM BLT-IN WILT-IN LAM. LAMINATED 5PL. SPLASH - 4. Standard eci}ication.of ASTM. MEET THE STANDARDS NOTED BELOW: 6M. BEAM LAM PLAS. LAMINATED PLASTIC SPN. SILL PLATE HAILING, ® WOOD,ROUGH,HONGONTINUOU5 MEMBER,9/5'OR LARGER 56.DETAIL SP B.N. BOUNDARY NAILING L.F. LINEAL FEET/FOOT 5 t P SHELF i POLE 5. In case of conflict,the more stringent requirements shall A)WATER CLOSET.Ib GALLONS PER FLUSH MAX. BR6 BEARING L.L. L06 L16HTLR 5.6, SERVICE SINK c ' MINERAL WOOL OR FIBER6LA6 BATT INSULATION govern. B)5HIOWERHEAD'2.5 GPM MAX B.5. BAR SINK L.T. LAUNDRY TRAY 57D. STANDARD G. "Or Equal":The Contractor shall wbmlL Por the Architect'. C)LAVATORY FAUCETS.22 GPM MAX. LUT. LUMINOUS 5.V. SHEET VINYL and Builders a i all materials ore mein which 1. D)51NK FAl1GET5-2.2 GPM MAX. DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE equal" qup C. CABINET LVR LONER STRIIGT. STRUCTURAL coroldered"or equal"to that epecNled. TITLE 24,VGBG,LPG 901 GALL. GALG SK SWITCHULATIONS Q¢Q{, FURRED GEILI116 OR SOFFIT AT HEIGHT SHOWN.2 X 4•16"O G. CMBR. CAMBER MAR. MARBLE Sk275Z0"�2bk( On Site Vulflcatbn of.1I dlmonslon&ord conditions 14a11 be STATE HEALTH t SAFETY CODE 515,I1921A BANS THE USE OF G.H.G. 6EI1-I1,I6 HEIGHT CHANGE MAS. MASONRY T. TREAD / UNLESS OTHERWISE SHOWN ON THE DRAWIN165 the responsibility of to Contractor and Sub-Contractors. CHLORINATED POLYVINYL CHLORIDE(CP/G)FOR INTERIOR C.1. CAST IRON MAX MAXIMUM T t B TOP 4 BOTTOM Noted dlfMroloro take precedent over scale. Each Contractor WATER SUPPLY PIPING. O.J. GEILINS JOIST T.G. TRASH COMPACTOR ELECTRICAL NOTES � or Sub-contractor.hall report to Project Suporintendent all �B. MACHINE BOLT P CL6. GEILIN6 ..C. b!ED!GINE CABINET TEMP.6L. TEMPERED GLASS Gorditaro rvhlch prevent the proper execution of their work ALL RECESSED FLUORESCENT LIE SHALL BE A PIN CLR CLEAR INSERT MANIFACTlh2ER. T.6 TONGUE.GROOVE GNTR. GOUNTER INSERT TYPE,NO SCREW FIX PE TYPE FIXTURE PERMITTED. TJI TRU 5 JOIST MIN. MINIMUM 511RFAGE MOUNTED GEILINI6 LIGHT FIXTURE Client's Architect and Project Suporintendent to be notified GNTR7P. GOUNTHR TOP T O TIME CLOCK in-adi Contractorcan at.ly by or 5ub- tractor should any ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH G.O. CASED OPENING MIR. MIRROR T.O.G. TOP OF CURB discrepancy or other question aria: pertaining to the OF THE STAIRS.HAND&RIP PORTION OF ALL HANIDRAIL5 CONG CONCRETE M=L MICRO LAM T.O.M. TOP OF MASONRY } REGE:f.,ED LIGHT FIXTURE rvvrking trarving. ord/or sp-Ifl..tlon&+ The Contractor SHALL NOT BE LESS THAN 1 1/4"NOR MORE THAN 2"IN CONT5. CONTINUOUS M.O. MOUNTS Y OPENING TO TOP OF BLABPAVI S .hall to held responeble Por the results of any errors, GROSS,5EG7IONAL DIMENSION,OR THE SHAPE SHALL MTD. MOUNTED T.OS. TOP OF SLAB RANGING LIGHT FIXTURE dlecr lee, or ombalone which the Contractor Palled to PROVIDE AN EQUIVALENT GRIPPING SURFACE. CPT. CARPET MTL. METAL T.O YI. TOP OF YfALL 41 ePanc C.R. CURTAIN ROD T.V. TELEVISION w p notify the Architect of ,.fore construction and/or GBG I003.9.5.I GSMTJNDW, CASEMENT WINDOW VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS COVER O fabrication oP the work k G.T. CERAMIC. B o TILE N.6. NATURAL GRADE p F z PROVIDE 25'-0"LONG s4 REBAR FOR GABLE/PHONE AND 20'-0' CULT. GULTURID N.I.G. NOT IN GONlTRAGT WALL MOUNTED LIGHT FIXTURE i 5W6contractor shall: inwre that all work a done In a LONG COPPER FOR ELECTRICAL GROUND PER NB.C.SEC.250BI c.d. NOM. NOMINAL w professional -ionarllke roamer by.killed RIOLhanIGD and N.T.S. NOT TO SCALE IUINFIN. URI INN URINAL �'"Q� SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET .hall replace any materials or kerns damaged by Sub- ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: D. DALE UN.O- UNLESS NOTED OTHERWISE LIGHT FIXTURE < j contractor.perPormance. SuL-contractor;and upplier. are a her ety notified that they are to center and cooperate fully a 199T GBG D.F. DOUGLAS FIR O/ OVER ® ` - [ RECESSED FRACTIONAL HP EXHAl15T FAN,SWITCH CONTROLLED rvltt each other during the course U corotrerat a to 1991 UMG DIA.OR Q DIAMETER O.A. OVERALL VAN. VANITY DNA& DIASONAL OBS. LeSG1URE VEN. VENEER det Ins the exit extent and ov.rlap of each other's work Igg7 UPC REGC-:><_+ED COFBINATION LIbHT/EXNiAU57 FAN,SWITCH CONTROLLED crhd to successful) let&the execution of the work AllIM. DIMENSION O.G.OR O/G ON CENTER V.&. VERTICAL y co np 996 NEC,E V.6. VERTICAL GRAIN '. Sub-contractor workmmsh will be of ual to pass DISH. DISPOSAL O.H. OVERHEAD R° 0. � P DP DEEP OP6 OPENING VB. VAPOR BARRIER $ 20V DUPLEX GONYENIENGE REGEPTAGLE h localw i epectloro by autarltiea, lending Institutions, .tltutio , V.P. VAPORPROOF y on.or,a DR. DOOR OSA OUTSIDE AIR o � Mchltect or Builder. An it of the above mentiored � 220 240V SINGLE CONVENIENCE REGEP7AGLE Inspectors t workmanshl at a time, and 05.5. ORIENTED STRAND BOARD re rna!needed to P y 1il DRIP. DROP Y. WASHER a O correction& n..ded to enhance the quality of Wilding will O.S. DOWNSPOUT W/ WITH $ ITT 120V DUPLEX CONVENIENCE RECEPTACLE,SWITCH CONTROLLED,1/2 HOT Z y be done Immediately. Each Sub-contractor, unless DTL. DETAIL PB. PUSH BUTTON WG. WATER CLOSET o ep-Iflwlly exerrpted by the term. of his sub-contract DIN. DISHWASHER PC. PORTLAND CEMENT P.D. WOOD =? 12OV,DUPLEX CONVENIENCE RECEPTACLE INSIDE CABINET I Bement,shall be responable for clean) and ron-I DWG. DRAWIN'' P.G. PULL GRAIN L ag- n9 up ny WDw. wlnoory a r from to Job site all trash and debrls not left by other DWR. DRAWER PCE. PIECE W.H. WATER HEATER $ WP. 120V,WEATHERPROOF DUPLEX CONVENIENCE REGEPTAGLP V V J - Sub-contractors Builder WILL determine hory-after Sub- PH. PHONE w/O WITHOUT - ' ..ontractor complete&each phase of his work Fhot trash and EA. EHGH PUT. PLATE W.P. LEATHER PROOF o debris.111 be removed from the site. ELECT. ELECTRICAL PLAS. PLASTER Y1/R WARDROBE 120V,GROUND FAULT CIRCUIT-INTEiRRllP7ER(6FGI)DUPLEX ELEV. ELEVATION PLYWD. PLYWOOD m' WE16HT y 5trucural Ealneering_ E.N. EDGE NAILING PNL.b. PANELING I. Refer to to current calculations for any question regarding Ea. EQUAL POL. POLISHED ROOM/AREA ABBPREVIATIONS 120V,WFATNCiRPROOF 6.F.G.i.DUPLEX GONVENIEFiGE REGEPTAGLE �-•+ Lij lumber graclas U, ,earn sues,n and header footing and shear EXH. EXR-IGT PPS, POLISHED PLATE • • O 120V FLOOR TYPE DUPLEX RECEPTACLE,YWCOVER requirement.. EXT. EXTERIOR GLASS BA. BATH 2. No al-t.tloro Prom structural details&hall be made without E.H. EACH WAY PR, PAIR BDRM. BEDROOM SINGLE POLE LIGHT SWITCH a the wrttten approval of the Structural Engineer. Approval F5F POUD5/5WARE BRM. BROOM by City in.pector does not constitute authority to devdt. FIN) FORGED AIR UNIT FOOT GLO. CLOSET m from plane or specifications. F6 FIN15H GRADE P51 POUNDS/SQUARE INCH DIN. DININ& -�r THR� H-WAY LIGHT SWITC F.6.. F XW SL " P:L PARALLAM DR. DRESSING Solt EnabeerM: F.6. FUEL GAS, P.TD.F. PRESSURE TREATED ENT. ENTRY o �fl- FOU R-PAY LIGHT SWITCH I. Refer to the current Soils Report Par any questions FIN. FIN15H DOUGLAS FIR FAM. FAMILY � ��II � a regarding soli requirements. FIN.FLR. FINISH FLOOR PI/G POLY VINYL CHLORIDE GAR. GARAGE +-V PH. 'TELEPHONE JACK rn a F.J. FLOOR JOIST KIT. KITCHEN �-l��11 FL. FLUSH R. R15M LAU. LAUNDRY T T , TELEVISION ANTENNA/CABLE JACK i1® x U 'a FLUOR FLUORESCENT RAP. RADIALh2ADil5 LIB. LIBRARY � rr�� 1••I� 6 `o' o F.M.G. FLOOR MATERIAL CHANGE R.A.G. RETURN AIR GRILLE LIN. LINEN l-ZJ P.B. PUSH BUTTON FOR DOOR GMIMES OR GARAGE DOOR OPERATOR W w v F.N. FIELD NAILING REGPT. RECEPTACLE LIV. LIVING j FND. FOUNDATION REF. REFERENCE MBA. MASTER BATH ••• DOOR CHIMES Z E FOG. FACE OF CURB REFER. REFRIGERATOR MBR. MASTER BEDROOM II W CD o a F.O.H.G. FREE OF HEART CENTER REINF. REINFORGINkS MDR. MASTER DRESSING T� hERMOrTAT,VERIFY LOCATION WITH HEATING t A/C LAYOUT f� � a a. F.O.M. FACE OF MA50NRY RE/S RE-SAWN PAN PANTRY `/ W o y Q F.0.9. FADE OF STUDS READ REQUIREA PDR POWDER ROOM JUNCTION BOX,PVI7H COVER OR ADAPTOR AS REQUIRED z v I A. F w FRDR. FRENCH DOOR REV. REVERSE R7R. RETREAT .FRP. IBER&LA55 REINtg. REV. REVISIONREVI5E 5ER. SERVICE O SMOKE DETECTOR,ICBO APPROVED,6EILIN6 MOUNTED,HARD WIRED POLYESTER RJ, ROOF JOIST 5T0. STORAGE AND N BATTERY BACKUP FT6. FOOTING RO. ROUGH WnR WARDROBE } RO-IN ROUGH-IN 1,110 WALK-IN CLOSET O CEILING FAN JUNCTION BOX,WITH COVER OR ADAPTOR AS REQUIRED Q,F 6A GAUGE RO. ROUGH OPENING 6ALV. GALVANIZED RO/5 ROUGH SAWN CODE ABBREVIATIONS ® SECURITY SYSTEM MASTER UNIT dWEa 6B. GYPSUM BOARD RR. ROOF RAFTER W a H N 6D. GARBAGE DISPOSAL 'RND REDWOOD CB.C. GALIFORNIA BUILDINI6 CODE W F1- CV 6D.O. GARAGE DOOR OPERATOR C.M.G. UNIFORM MECHANICAL CODE MECHANICAL & PLUMBING WQ 6P.1. GROUND-FAULT GIRGUIT-INTERRUPTER F-Z Q G.P.G. UNIFORM FWMBIN6 CODE 6.1. GALVANIZED IRON dQQQ D G.E.G. NATIONAL ELECTRICAL GORE aR' G&L GRADE B.O.GA. NATIONAL.BUILDIN6 CODE a pp :} Cn PD FLOOR DRAIN(TO)OR AREA DRAIN(AD),AS NOTED it m J 6RND. GROUND ��tt 1L '., GYP. GYPSUM O RD ROOF DRAIN(RD) OdO (y `I bLB. GLUED-LAMINATED BEAM 6.T. GIRDER TRL55 No, H05C BIB(HB) � U.1 .o +--�� H5 H05E BIB WITH r OFF VALVE(HB/SOV) dl V a�. QH n t } �} re FUEL GAS OUTLET(F(5) OF H 19 -t-g LOOSE KEY VALVE(KEY) B��IZUF Q � W J=i i� V wu� � Z� Q rcc��4u Cc oO Q 4mf uL�F� ;pQ}}Y0 i (D-1� 1 u I w cj x F m S ca O z Ch 0 - C - P L.A N I w j HOBBY & Lo Fr PLAN I w/ Lo Fr PLAN I w j HOBBY PLAN I energy P.,d.mnq Fea ores Pardee Nomea BrlI-lWf• lake Elalnor-10 Plana wIM wI LOR 1wl Hob I: ENVELOPE:(Inaulatlon RNaluea) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-IR CERTIFICATE OF COMPi.TANCE: RESIDENTIAL Page 1 CF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR Rom(atflc) 30 so ]o 3o ____ _______________________ ___________ ==m_w��===_________________ =mm_=_==MAMA®MAMA_ ®_o_v_e® QQ� =>a=_^MAMA_ a I _ _________ =====______�_________________� MAMA_:_-----_ =Rem - 1] 1] 1] { __�__�®__________________________�-_________MAMA-_-______________-________= R B Project Title.......... BAIARCLIFF Date..11/12/04 15:19:07 Wall( Project Title.......... BRIARCLIFF Date..11/12/04 15:19:04 Project T'tle.......... HAIARCLIFF Date..11/12/09 15:19:01 Project Title.....,..,. BRIARCLIFF Date..11/12/09 15----- Wa 0bov.) 1] is a is Project Address........ PLAN 1 W/HOBBY 6 LOFT +*+*+++ _________________ i **+xxxx +++++++ MAMA Flbbr(alove gar age) 1] 1] 13 1] x+*++x MAMA_ _________ Project Address........ PLAN 1 W/ HOBBY ------- ----- Project Address........ PLAN 1 --------------- Project Address........ PLAN 1 W/ LOFT --- --- j -- ---- --- 7 Floor(cantilever) 13 a 13 v LAKE ELSINORE-CZ SO *v6.Ol* 1 1 LAKE ELSINORE-CZ TO *v6.01 ,I I LAKE ELSINORE-CZ 10 *V6.01* LAKE ELSINORE-CZ 10 *v6.01* InRltretlon Teet Requlrea^ P,.,ea" Ragmred^ Required^ Documentation Author... JENNI FER WRIGHT `+"*+` Builtling Permit# +++++++ Slab On Gratla Yu Yee Yea Yea Consol Documentation Author... JENNI FER WRIGHT *******,# i Building Permit # I Documentation Author... JENNI FER WRIGHT ******* Building Permit # Documentation Author... JENNI FER WRIGHT I Building Permit # I $ 7407 Tam O'Shanter Dr Ste 200 Plan Check/Date COnSol �I CORSo1 ConSol stockton, CA 95210 7407 Tam O'Shanter Dr Ste 200 t) Plan Check/ Date 7407 Tam O'Shanter Dr Ste 200 Plan Check / Date 1 7407 Tam O'Shanter Dr Ste 200 Plan Check / Date cLAZINc ry.Faaor.Dual Pane,vinyt vntn Spectrally salactne cNaa) €,� Slltler(M1Orx)• 0.35 0.J5 0.35 0.]5 ° 209 479 8446 1 Field Check/Date I Stockton, CA 95210 ��r Stockton, CA 95210 Stockton, CA 95210 1 Sllaer("W 0.33 0.]5 0.35 Climate Zone........... 10 --- - - ----- ?109-979-8996 .Ir ( Field Check/ Date I'i" 209-979-8496 Field Check/ Date 209-979-8496 Field Check/ Date I FIxW oa3 D.]J a.]3 0.33 u S Compliance Method......HICROPAa6 v6.01 for 2001 Standards by Erteicomp, Inc. Climate Zone........... 20 '' ------ ----------- Climate Zone........... 10 ------ ------------- Climate Zone........... 10 ---- --MAMA_________ Pato 0.]5 0.]5 0.]5 0.]5 2 x ' MAMA ___ MAMA -----==="E'_� _ -'___---__= Compliance Method...... MICROPAS6 v6.01 for 2001 StandaL, b Enercom Inc. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards b Enercom Inc. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards b Enercom Inc. French Doors• 0.40 o.40 0.40 o.m 1. p Pr P Y P. P Y P• MICROPAS6 v6.01 File PHB1C Wth CTZ10S92 Program-FORM CF SA ----_ -_-_-_-__ _ ___ ^ F=®== MAMA__®_ ,y# `I _ ________ -_<________________________�__� _------®=== _____________ _=_====______________ _ ___ (Non Meml wl SpeaOally 3elec0ve Gla••) ; MAMA_ ®MAMA__ User#MPO105 User Consol RUn PARDEE-PLAN 1 W/COMBINED-_-_-----_ ( Z 1 MAMA __User_ _____________ ___ ______ __________ I MICROPAS6 v6.01 File-PHBIB Wth-CT2lOS92 Pr ogi nd HE CF-lR ry E I MICROPAS6 v6.01 File-PHB1A Wth-CTZl OS92 Program-FORM CF-1R MICROPAS6 v6.01 File-PHB1 Wth CTZ10592 Program-FORM CF 1R •SHGC-0.32(W.)10.32(SH)10.J4(FX)10.34(FARO)/0.40(FRENCH DOOR) &_ e I User#-MP0105 Uaf?r-Consol Run PARDEE-PLAN J LOFT 9r" r I User#-MP0105 User-Consol Run-PARDEE-PLAN 1 W/ HOBBY User#MPG105 User-Con5o1 Run-PARDEE-PLAN 1 TEM GENERALINFORMATION ____ _________ MAMA__ - �.__ MAMA__ _ _______________ _ ______ _____ ______ _______ MAMA_ _________________________________ _ ____________________ _MAMA___ __ -______________ __________________ ______ FUArnace�AF E 0.80 O.aO 0.90 0.30 F� `� 'Q� AIC SEER 100 10.0 10.0 1- ------------------- 8 ` u =i DuctI...clan 4.2 4.2 4.2 41 N Conditioned Floor Area..... 2803 sf GEtJE FNFORMATION r l+K, °.: GENERAL INFORMATION GENERAL INFORMATION Duct Tesnnq Requlmd^ Regwrea^ Regwred^ Requeea^ Building Type.............. single Family Detached 1"------ r R ------------------- ------ ACCA Manual RequIsSI RequtrM^ Required^ RpWrW^ 1i Construction Typo ......... New Conditioned FloorArea.,,3 2663 sf i; i Conditioned Floor Area..... 2625 sf Conditioned Floor Area..... 2485 sf ^R"11-3m P.rtym fl- Building Front Orientation. Cardinal-N,E,S,W Building T ' Number at Dwelling Units... 1 9 Type .... mg le Family,3e new Building Type.............. Single Family Detached Building Type.............. Sin k''a a Ed Construction Type ....: .* W '' ." "; ° Construction Type ....... New Construction Type .. ... New l Number Of Stori ea.......... 2 " WATER HEATING. eloor construction Type.... Slab On Grade Building Front Orientatio 'n} -N,E� r;i Building Front Orientation. Cardinal -N,E,S,W Building Front Orientation. Car ,S,W wemr Hearer Sixe WAyI so wl w al so gal Glazing Percentage......... 17.7 R of floor area Number of Dwelling Units., I.i [i ':' Weber O£Dwelling Units... 1 Weber of IYHelliltrg 6n> `a_ 1 EmugN Frame 0 e.aG Os0 0.a0 Average Glazing V-factor... 0.35 Btu/hr-sf-F Number Of St or'ies...... "4 ..E rt `� Number Of Stories.......... 2 Number Of Stories., 2 DlatrlbuSon Type asnaaN Stanaera aNntlartl Ssntlartl Average Glazing SHGC....... 0.33 ""l iOor Construction Type ... '" xado�.t 4 +ry (Fi,, Floor 3Construction Type.... Slab On Grade Floor Construct Slab On Grade of II seI ve co.Gn me nee auHace e3 rn. t Im wll nave,nl net vawa more.o I eaalnon C Average telling Height..... 9.3 ft �`1ax.{lg PeLCESltage..... ... ( 1GDL" „ k pro. J . �G11dSi Percentage......... 18.9 % Of floor area Glazing Peic 18.9 $ Of f1001 area In•tallin wlntlow•wlm ua coetln on•uda<aa uai m r Star ual Icatlon a me lm tMe HVAC ui men ,.tit t. &! AVera a g U-factor... f.;�+ " r „i " ,,,rag.Glazing U-factor... 0.35 Btu/hr-sf-F Average G -.-fa t r... 0.35 Btu/hr-sf-F BUILDING SHELL INSULATION AVeragB lf�} �Y}Iffl f1[GC..: „ 1 '. •,.. `= Oerdge Glazing SHGC....... 0.33 Average SHGC 0.33 °° .e ar ma novae_MAMA----- - i4 •, b Incree•In the NG tan Average C9 t (I vera e CeilingHei ht..... 10 ft Avers e n He h 10.1 ft Component Frame Cavity Sheathing Total Assembly ,I n , ( ° ;�" 'i' g g g g MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR Type Type R-value R value R-value U-factor Location/Comments " "" - '• r»te ,,,.a eem al bulana••aq«tt<in°smna„a°mu<tc<mantnu•maaawea..p,reta•°orme comp nnce apvr<•=n unto MAMA ' .. ''lrION • 'e i BUILDING SHELL INSULATION G SHELL INSU ON n.m•man°wan.n a•ten.k l')m.y be.ap.n Wm,mon•tanv«n°omp^.n<e r.gwremema Htee on ue ee,rn<xe er __________ ____ ____ n a_ _______ __ ________ °" eemp«<e.w ..n«kxen<emenmalao m.pem,n aoc.mex. .Ham,«n<na•ba be°°n•a°,eby.p m Wa11 W d A-13 R-/ R 13 0.088 Front Wall, Left Wall "' ax - - "" • d' �. ! um<emp«em perbtm.n<e•px ecx one dr<M manaxory mu•une wnxn.rtMy an anown eaewn.n rat.dxam.m. an ea.• mnm 2x6 Left Wall Component Frame Cavity " + ss R y omponent Frame Cavity Sheathing Total Assembly Frame Cal Sheathing actor «on m.m.=ka«,h. Back Wall, Aight Wall Type Type R-value ( hX is * ! U -,I ' y „ ,.-Type Type R-value R-value R-value U-factor Location/Comments Type R-vat valu " ;eta us U-factor Location/Comments n.w<ton.cn.<kor'nna app<ale bexe•wn.n comp.na er.m.r WA nnm app cab•. Wa11 Wood A-13 R-n/a A-13 0.085 Garage Wall ------------ -------____ _ _rig _: .� .I --------------- ________MAMA--- _______ ____________ __________ ___ _ __ ___MAMA MAMA__ _ ___ MAMA_ _ ___________________ OEeGPoPTION DESIGNER ENFORCEMENT Door Woad A-0 R-0 R-0 0.330 Entry Door �. - Wall Wood R-13 R-n/a` '• Wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall :'Wall R-13 R-13 0.088 Front Wall, Left Wall e.lam En»le Ne,wr•a: Garage Door ,_pp 2x6 Left Wall 2x6 Left Wall "i�nw„�Ri.co'n I�.,,°r.In�.r•Nbxm a-vxu.. x i ,n'. r , F1oorEzt Nood A-13 R-n/a R-13 0.061 Above Garage "I .ry "ffi' i•Wa' '� ; Back Wall, Right Wall Back Wall, Right Wall '4t5v(=1 N II' 'on In wo N•amee wl..... em.Furor nnwa tram.vnlla X Fl..zZ.t Woad R-13 R-n/a R-13 0.064 At Cantilever N - tSoa N �a.e rap«raw a'an names aoen % Wall o q4� w - '3 ( .," ,� a1Y 7a. Wood R-13 R n/a R_13 0.085 Garage Wal :,, a. Wo. R_13 R-0/a R-03 0.330 EntrgeDoorl ea.mumalan m Roof Wood R-30 R-n/a A-30 0.031 Flat w/A[Cic q P}; h. ? a?: :O� ',}, ` ]t50().9511. lab ere• Roof Wood R-19 R-n/a R-19 0,041 At Furnace Door,re Wood R 0 R 0 A 0 0.330 Entry Door, $r Wo j 0 y n.wx en-wa•r.neo,papn me Ho pi °coon 0,]x weer»po,tnn•m•.ea S1abEdge None A-0 R-0 F2=0.760 To On ` ,-, " ,,,' I '� e. i ^jph� g t g .a neteinan 2.0 emJincn. WA Gars a Doo Gara a Door tte n•Wat ana e<mea«n.nv.a maw naumacn , I'll Bane am.. x Slabedge None R-0 R-o F2=o.510 To Garage F1oorExt -Wood" -1 ve loorExt Wood R-13 R-n/a R-13 0.061 Abe ve Gaxag F1oorExt R-13 R-n/a R-13 0.061 Above Garage 91 F.neatm.nw=eeen ExeMr De«•..na mnrx enrEaanrx en cemraa " t Deen.ne W nd«»bxwen eenGMue ma unconaelonea ap,ce•ee•onto to Imk ar e.kepe. F1oorExt Wood R-13 =y� -L 'At t- ( F1oorExt Wood A-13 R-n/a R-13 Obf,,,4 At Cantilever Fl ood R-13 R-n/a R-13 0.064 At Cantilever a F...x sl.^Is-Is .pl neNsbn<x.a)ne»mba Mm-1--.1<.rzlnea sd.,neat FENESTRATION Roof Wood R-30 �R-n/a R- 31 Fla / Aoof Wood R-30 R-n/a R-30 ':Flat w/Attic. Ro =-Wood R-30 A-n/a R-30 0.031 Flat w/Attic Gan teen<.m(sxecl ana nnm,nnn=.n n<a an ].Emener dean ana Mnawo we . •a• e m.me nant pHs cwlk•a and ox.a. x over- Roof Wood R-30 R-n/a A 7 At ace.:. .". Roof Wood R-19 R-n/a R-19 ki t,Furnace Rod' - Wood R-19 R_n/a R-19 0.047 At Furnace tw :v.er b.aen manax mcumxe uneauana teo A S1abEdge None R-0 R-0 ".T6 f}utsid' B1abEdge None R-0 R-0 F2 0 1'k a Utaide - `' S1abEdge None R-0 R-0 F2=0.760 To Outside t .s°<i.ran tnt°n bem.r^eta ea maam wn tnt meat.comm.alen ua .mna.M.. WA p n I.<e.o.<onr.w•a =..ana Ga. Area U Exterior hang/ 0 u l `ir i'•+ >u+• pt5o1.):In•ta at<nmF p vp an too•. S1abEdge None R-0 R F2 =.To Gar SlabEdge None A-0 R-O F2 0. To a S1abEdge None R-0 R-0 F2=0.510 To Garage uanry.ntl ba.rydWtt Nep aeu M» Orientation (sf) Factor SHGC Shading Fins Location/comments - +I •cleseablemael« •a ae« 0------ _--------- ________ _ -----_________________________ yp� , e pe,nd control aON•tle er mak na,m r Wind Front (N) 10.5 0.350 0.320 Standard Yes SNGL HNG/VINYL/SSGLZ S G'``m' " TRATI ON FENESTRATION_ zNe eem ueu•rumin<ma'ml a oxa y Wind Front (N) 35.3 0.330 0.340 Standard Yes FIXED/VINYL/SSGLZ EST u�J ) a ew Opnelp.nn Wes.x••nn edtlP umWna Ba•.m wavrec the ce x Wind Left (E) 15.0 0.350 0.320 Standard Yes SNGL END/VINYL/SSGLZ Vet- t{ Over- Over- SttOgiti xeA^egmeM wrtern Ian anvwm• �es.<.s=•n n.a mml••mn x Wind Left (E) 39.0 0.350 0.320 Standard No SNGL MG/VINYL/SSGLZ Area U- Ex er ei hang//'I Area U- ExterioY han/ oaaa cat wx•emecc ncew;S;RAE aMACNA er AccA. x m Area!i ExteziOr hang/, }7' g g 1 I'6etb.ck marm<atx«° beMxm ens/cites) X Wind Left (E) 63.0 0.330 0.310 Standard None FIXED/VINYL/SSGLZ. Orientation rr33ff)4,:. or`SHGG Shading F1R9 BLOC Omments Orientation (sf) Factor.,,HGC Shadihki iNpNpi iRs Le, .tioR/OOmmeRta.E. r, Orientation (sf) Factor SHGC Shading Fins LOcatioa/Comments 11-U).Pipe ana tank lnavat on e N m Left 8.0 0 330 0.390 Standard Yes FIXED VINYL SSGLZ kN?k'M F •+ 'trig W':i "h i�41 k _ tA: ldtoraae p.awterneaen rated wh an Fnervy Faa«ea•than a 5e moat be°zl°may wnpp.awn W Wind e t (E) 1 / / `s ___________ _________________ ___ ?eE � ______ MAMA__ MAMA_ _______________ MAMA_ MAMA__ MAMA__ ________ MAMA_ __________________________ memm mae.n<e erRuer vreatsr. O ___ _ ____MAMA_�n Ge" ______ MAMA .. MAMA__ Ina.a'pn M1.Mn9 an n•la•tl Wind Back (S) 103,0 0.350 0.320 Standard Yes SLIDER/VINYL/SSGL2 Wind Front N...''#' 0.5 0:350 0.320 Stands es"' GL INYL/ SSGLZ Wind Front IN) 50.5 ..„. 0 ( ) (10�,�. (9 .320 Standard ¢� SNi,`,HNG /VINYL / SSGLZ Wind Front (N) 50.5 0.350 0.320 Standard Yes SNGL HNG /VINYL / SSGLZ zFnt Sr.a mpve.clo..etmww..nexert.nk nen+«mw.an e•yal.a. w ee lR.4 erpnaer) 0 = Door Back (31 24.0 0.900 0.400 standard xes FRN DR/NON-MTL/SSGL2 Wind Front N) 35.3 0.330 0.340 StanddKd Yes FIXED.. / SSGLZ Wind Front (N) 35. 3„ 0.390 Standard Yes�.I'. y ,./ VINYL/ SSGLZ Wind Front (N) 35.3 0,330 0.340 Standard Yes FIXED/VINYL / SSGLZ 3e.,t<k,p}•nk„en orrs ts•<om ma,m...a.rank•«<en.rn =tn t mnk.na»R1z Wind Back (SI 33,0 0.350 0.320 standard None SLIDER/VINYL/SSGLZ (.. 6� �p.'d �'" yl f .. •m n•v bime nsmeVettemal lnaulxlen ester>y,tem• Wind Left (E) 15.0 0.350 0.320 Stands"z�'Yes SNGL HN L/ SSGLZ Wind Left (E) Y 350 0.320 Standard Yes NG / VINYL / SSGLZ Wind Left (E) 15.0 0.350 0.320 Standard Yes SNGL HNG /VINYL / SSGLZ 4.al bvn.a o,.ape•.a ppno n•u xm nn<ma ana•.=t en.ernx Door Back (S) 40.2 0.350 0.340 Standard Yes PATIO➢R/VINYL/SSGLZ TA%j 5 ce<nv xylem ppna be ow 55•FNaulxee. O wind aack 151 9.0 0.330 0.340 Standard Yes FIXED/VINYL/SSGLZ Wind Left (E) 39.0 0.350 0.320 Standard on SNGL HNG 'L / SSGLZ Wind Left (E) w 3.:0 w 'Sr 50 0.320 Standard None SNGL wRNG / VINYL / SSGLZ Wind Left (E) 39.0 0.350 0.320 Standard None SNGL ENO /VINYL / SSGLZ aPI^ .an«weer tank. x W wind Aight (W) 40.0 0.350 0.320 Standard Yes SLIDER/VINYL/SSGLZ Wind Left (E) 63.0 0.330 0.340 Standard None FIXED/VZNL / SSGLZ Wind Left (E}4! ' 3.0 at�0 0.340 Standard None FIXED`/VINYL / SSGLZ Wind Left (E) 63.0 0.330 0.340 Standard None FIXED/VINYL / SSGLZ •3lsrymy toot.ana F.n.�b am•wrz.one nor O yri=, A I ea<I..ne .Hama man.a..xee ana m.e area m men m.nwo-.m.m pnn.t99e tint s.a•n. W Wind Right (W) 25.0 0.350 0.320 Standard None SLIDER/VINYL/SSGLZ Wind Left (E) 18.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ Wind Left (Ey�;4- 18.0 d.'331 0.390 Standard Yes FIXED/ VINYL / SSGLZ Wind Left (E) 18.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ t sot sw saP.nest.neam as eml.'n.a.ne te.mnmum'nat.ea•»I or R<.2 or.n<<a.a«m.Iy Init Wind Back (S) 103.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ Wind Back (S) 103.0 0.35`�t i40.320 Standard Yes SLIDER /VINYL / SSGLZ Wind Hack (S) 303.0 0.350 0.320 Standard Yes SLIDER /VINYL / SSGLZ <.opeanv.n,pa• I.d wn m..n<wpe a ..1 e,anl«a-auctcle.pnayNm Z Cana l enea•u I maalle ertapa la used to teal Q SLAB SURFACES40G,11 pcebe requ nmem•et UL tat to tetA<r uL rate 1_ N Door Back (S) 24.0 0.400 0.400 Standard Yes FRN DR/ NON-MTL/ SSGLZ Do (S) 24,0 0 400=� .900 Standard Yes FAN DR / NON-MTL / SSGLZ Door Back (S) 24.0 0.400 0.400 Standard Yes FEN DR/ NON-MTL/ SSGLZ mMmeeta me.p IrL <P.n npa vmx.r man v4-non tM<•mb nee en•r ma.n<.ne.nMr mean<r tap.•n.M�..a.au a nv ------------- Wind Back (S) 33.0 0.350 0.320 Standard None SLIDER/VINYL/ SSGLZ $ �lmi ) 33.0 0 354�.._ 20 Standard None SLIDER /VINYL / SSGLZ Wind Back (S) 33.0 0.350 0.320 Standard None SLIDER/VINYL / SSGLZ <.w°•anal na1 a..are,=«�.tanv<onan ones ar 3<m.one...m.<re.a•r•tem..ne ma, Area Door Back k n.nt..n.nee.•..Ieawn=«nb.=k mbb«.ene.l»eu<t mpe.one..•non NPe aaa.an i. �0 ' tome Hamra wn m..r<ana anwane. Slab Type (sf) (S) 40.2 0.350 0.390 Standard Yes PATIO DR /VINYL/ SSGLZ Or Bac ) 40.2 0.350 Y40 Standard Yes PATIO DR/ VINYL / SSGLZ Door Hack (S) 90.2 0.350 0.340 Standard Yes PATIO DR/VINYL/ SSGLZ W Wind Back (S) 9.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ " ind Back ) 9.0 0.330 :Standard Yes FIXED/VINYL / SSGLZ Wind Hack (S) 9.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ zeu env< ..openpiatromnmarMna.n.napenum.e•nnw or<omw<;.a wn matan.I. IL__ _________ MAMA__ xnwnStandard Slab 1267 Wind Right (W) 40.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ 9 Wind Rigs ) 40.0 0.350 �' Standard Yes SLIDER/ VINYL / SSGLZ Wind Right (W) 40.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ ^ J...taro<.°..reaa<tan.n emmn.Ln.am.a*vl•..A" Wind ) 25.0 0.350 0.320 Standard None SLIDER/ VINYL / SSGLZ p.tt<rm..al ram M=Omp, me=re.a. _ RVAC SYSTEMS SLAB SURFACES tp 0.xlnt•ene.eamDee Ynce•ar•.mm.one mar«mponant•anall not be a.aee wm ran sack mbar V SLAB SURFACESana t. I nawbv.ea n<ombmamn vnu m.•m.ne anwana.. __ ________ _ ___________ SLAB SURFACES _____________ .t an•ntem•n.»b.<mak«mpmxi<a•h..n �j s:c+�an nr»mxnp.r.nm..ties,y<pnamm�.e.pa=.n.»xtMr.memxm e,r..a iy.==..e nl. = a } W Refrigerant Tested ACCA At ea -------- Equip Area malty e� demo n. ment Minimum Charge and Duct Duct Duct Manual Thermostat Slab Type (sf) "^ Area Slab Type (sf) B.Pr«set en m.ulatlen neulx en ah.M msx.a tram damsa IncWanv mat ea.t<aan lPN (n Type Efficiency AI fl Location R-value Leaks D Type MAMA 1 Slab Type (sf) -- ------------ ------ va,tnere•n.l ba auabb kr outtlo«miaeM eae�np stw ty,numl�um��heet meltai p.inlb vw•r ow 4e ____________ ______ rot m _MAMA_____________________________ ____________MAMA____________ Standard Slab 1127 « acara.mn�xwn n•n.n prm.<t.a...ba»or pem van.=ex na ana. Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Standard Slab 1127 °` -------- ------- ------ = Z p ute °tl rxeMam n •• Hem•tier Hale<n N.icm waaa contra xthe mN.n.l x S Standard Slab 1267 ee does.H.atne Sy.te al Eqe Pmem Q u. AC lit 30.00 SEER No Attic R-4.2 No No Setback mW pl.IIc encrtaw<n wear rant reran Inslrvct on•Sp - 1.syxem I•<.nlnea wn Iex the HVAC SYSTEMS ', HVAC SYSTEMS n...aa=n.I•t«<e Mxmp•na no pn«Ivni. neq � � � W WATER HEATING SYSTEMS - ---------- HVAC SYSTEMS ------------ x.fiytem.mat•ea wh W Refrigerant Tes ACCA ------ Refrigerant Tested ACCA •Ct ,•t3lYp.w-Itve.n na,ana n..rora anon.<.,n.xme ---------- -------- iq -'---- 9 b tea.tar eweIll.Oel.««nao«waa. W Number Tank External Equipment Minimum Charge and Duct act D Manual Thermostat Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat s.P.,a 1.mna.al,.<tlpn.ma.xx.ek=xxron vm unn.won. WA M in Energy size Insulation T p'+� 4t+5:(3a.areeeemnlram.ee.pexne.tw•.p.ne.ron«nw•anoaoo<k nv,p ,n Type Efficiency Airflow Locatio 7>salue Lea D Type Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type =pminapp.I tpmm 'otI t Ea= Ian Nenebmrk,I<opkn a awn an<i5o sewn x } Tank Type Heater Type distribution Type system Factor (gal) R-value ____________ ____________ MAMA___ __ �.' ''_______ MAMA__ _________ Type Efficiency Airflow Location R-value Leakage D Type ------------ ------------ ------- ----------- -------------- ------ ---------- teal R.-t.nx max•«n.e ciao. wA U' ____________ _ ______________________ ____________ ________ MAMA__ ante na u nna Ne.wre« Furnace 0.800 AFUE n/a Att dd.��.,'� e.' R-9.2 No No SetbaC�K" -"-"------ ---"'-""- '-'-'-' --"--'---' ------' -'----' '--"- ---'--"-' Furnace 0.800 AFUE n/a Attic R-9.2 No No Setback ytSD(pt.wmin.re.arpenenl prat rap In kncnm..n.Ina»,mp•wh.n•Rc•cy x40 umen•men ar pnn« W Z Storage Gas Standard 1 0.60 50 R-n/a ayri axaen.n ltnv nkacn.m ma ttvminp aMYM=anw ea by••w=n pn.rually acw••ex W Z ACSplit 10.00 SEER No t,>*�'.'.i R-4.2 No >:DaS Furnace 0.800 AFUE n/a Attic R-9.2 No No Setback ACSplit 10.00 SEER No Attic R-9.2 No No Setback vnm n.ne x.�.mnt eno.rn eka.n t Q S ACSplit 10.00 SEER No Attic R-4.2 No No Setback 41m(k)2 Ro<,In ,« ,nwn hmp.»m an.a=y er x Z SPECIAL FEATURES AND MODELING ASSUMPTIONS n W WAfi EATING S n.S 4pv a•,te a e••w<.0 nnxvn•ar•came.amx,w mm unmem x _________________________________________ SYSTEMS +*+ Items in this section should be documented on the plans, *** ___ MAMA _ WATER HEATING SYSTEMS WATER HE SYS ,w.ero t5pk .m m<. _____________________ •"installed to manufacturer and CEC specifications, and **+ umber Tank External --------------------- Number Tank External ADOe6T 3apt W *+ verified during plan Check and field inspection. ••• in Energy Size Insulation Number Tank External in Energy Size Insulation + ,y' " COMPLIANCE STATEMENT f' orientation building Tank Type Heater) Distribu Type System Factor (gal) R-value in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value _ _________________ This is a multiple q with no orientation xesirictions. --_ _ _ r:. '• MAMA-_ MAMA__- _-MAMA __________ Tank Type Heater Type Distribution Type System Factor (gal) Revalue ------------ ----------- ------------------- ------ -------- ------ ---------- xhia<actillcate oL awmiiance)iota cne b lainq featarea and per Eozmance i This printout is for the front facing North. Storage Gas ^I ndard s 1 0.60 50 R- n/a -- ------------------- ------------------- ---- Storage Gas Standard 1 0.60 50 R- n/a •pecifieatien, b%dea to comply with Time z4, eaten 1 and 6 of the Caivfaxnva Coda xFMAAxs } storage Gas Standard 1 0.60 50 R-n/a implemanc nnem. __MARK_ CIAL URES AND ING ASSUMPTIONS of Regulation.,end the aaminiacx.uve regulation, to SPECIAL FEATURES AND MODELING ASSUMPTIONS "is .extificate ha,bean a-ti le the inebvidu.. with overall design re,poaaibility. When thin-till of ompllance is VINYL WITH SPECTRALLY SELECTIVE GLASS ---"'DUAL PANE, r4.- -- ------=--------- SPECIAL FEATURES AND MODELING ASSUMPTIONS -- --- -------- ,ubmiccea for a aingi.building plan to be built in multiple orientation., 1 U-FACTORS 0.35 (SL) /0.35 (SH) /0.33 (FX) /0.35 (PATIO) `I , ,in' t,i9 sect ,,should be documented on the plans, *** ------------------------- --------------- *** Items in this section should be documented on the plans, +** any ahSdi.g fear...that ion va:ied 1,Indio.-in inn special Feature, SHGC=0.32 (SL) /0.32 (SH) / 0.34 (F%) / 0.34 (PATIO) i +++ ++ ++ ++ Modallnq Aaaumpciona ee ti n. o manufa r and CEC specifications, and * Items in this section should be documented on the plans, * * in to manufacturer and CEC specifications, and SEE MANUFACTURER'S seed FiCATION SHEET veil` ring plan:u''eck and field inspection. *** ** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** DESIGNER px OWNER sonow NTATION AUTHOR verified during plan check and field inspection. *** DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS uy .,,,.This is tiple orientation building with no orientation restrictions. This is a multiple orientation building with no orientation restrictions. Name.... NMee....JBNNIFER WRIGHT U-FACTOR=0.40 (FRENCH DOOR) o'„ his Prid `'is for the front facing North. This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. company.PARDEE HOMES Company.Consol SHGC=0.90 (FRENCH DOOR) This Y1nt011t is for the front facing North. Addx•aa. 10880 WI IS HIRE ELVD81900 Addreea.7407 Tam O'shanter Dx sae zoo VALUES MUST MEET OR EXCEED p g Los ANGELES fA 90024 stockton,CA 95210 REMARKS REMARKS Phone... 11111 475-1525 Phan....209-474 8446 ELEVATION'A' TAKEN AS WORST CASE GLAZING SCENARIO. ------ REMARKS ------- License. THESE CALCS INCLUDE THE HOBBY 6 LOFT OP j PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS ------- DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS A� FACTORS =0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS U-FACTORS =0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) signed.. signed.. 41 .UGC-0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) U-FACTORS=0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) SHGC=0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) ENFORCEMENT AGENCY EE MANUFACTURER'S SPECIFICATION SHEET SHGC=0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) SEE MANUFACTURER'S SPECIFICATION SHEET SEE MANUFACTURER'S SPECIFICATION SHEET DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS xieia... I DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS Agency.. C - CE U-FACTOR= 0.40 (FRENCH DOOR) DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS U-FACTOR= 0.40 (FRENCH DOOR) r .;JJ '":'ES,I�1'C 9 - SHGC =0.40 (FRENCH DOOR) U-FACTOR=0.40 (FRENCH DOOR) SHGC=0.40 (FRENCH DOOR) Phone... VALUES MUST MEET OR EXCEED SHGC-0.40 (FRENCH DOOR) VALUES MUST MEET OR EXCEED - _-C E VALUES MUST MEET OR EXCEED signed..ELEVATION 'A''A' TAKEN AS WORST CASE GLAZING SCENARIO. ELEVATION 'A' TAKEN AS WORST CASE GLAZING SCENARIO. - (sate) THESE CALCS INCLUDE THE LOFT OPTION, ELEVATION 'A' TAKEN AS WORST CASE GLAZING SCENARIO. THESE CALCS INCLUDE THE HOBBY OPTION. L T-24 O N O L SHEET 7407 Tam O'Shanter Drive,Suite 200 PAGE Stockton,CA 95210-3370 1 of 2 (209)473-5000 FAX(209)474-0817 PLAN 2 W/ SUITE PLAN ^ Energy 6mr Builtling FeaNrae R p Lj So, Homes PLAN� � PLAN 3 •arleraire• � I lake Elsinore-C2 10 : Pdna x xwl Sulm J 4 ENVELOPE:(Inaulanon-I-)Root(slot) 30 SO SO >D CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R wallrjErmrmH e) 13 is 13 iJ _____________________________-__________ =__ __________'®___________�____________ ________________________________�= Wail(Gauge) 1] 13 t] t] �.aaaaa Project Title.......... BRIARCLIFF Date..11/12/09 15:19:17 Project Title.......... BRIARCLIFF Date..11/12/09 15:19:19 Project Title.......... BRIARCLI FF Date..11/12/04 15:19:12 Pzoj act Title.......... BRIARCLIFF Date..11/12/09 15:19:09 Floor labovegar) t3 13 1S 1S a +++++++ +++++++ ___ ****+** Floorinnmevet) WA WA 13 IS Project Address........ PLAN 9 ----------- -------- Project Address........ PLAN 3 ****** ----------------- ---- Project Address........ PLAN 2 W/ SUITE ------- Project Address........ PLAN 2 --------------------- Inmamon T. lit uha^ Rill•• Requhea^ Fill lrea^ LAKE ELSINORE-C2 10 *v6.01* LAKE ELSTNORE-CZ 30 *v6.01 I LAKE ELSINORE-CZ 10 +v6.ol* 1 LAKE ELSINORE-CZ 10 *v6.01* i ) slab O.Gmae Yea Yea Yea Yea Documentation Author... JENNIFER WRIGHT ******* I Building Permit # I Documentation Author... JENNIFER WRIGHT ****** m li Building Permit # Documentation Author... JENNIFER WRIGHT +****** Building Permit # Documentation Author... JENNI FER WRIGHT ******* i Building Permit # I ConSol ConSol ConSol Consol i GL NG(Uiador:Dual Pane,Vinyl Wlm 6pllNly 8111t1e Glaas) 353' 7407 Tam O'Shanter Dr Ste 200 Plan Check/ Date 1 7407 Tam O'Shanter Dr Ste 200 Plan Check / Date 7407 Tam O'Shanter Dr Ste 200 Plan Check/ Date 1 7407 Tam O'Shanter Dr Ste 200 1 Plan Check / Date sutler lh-r)• Des 0.35 0.35 0.35 a 1E Slner(ved)` D.3$ 0.35 0.35 0.35 Stockton, CA 95210 I 'IStockton, CA 95210 Pa"1 ,: Stockton, CA 95210 Stockton, CA 95210 flies• 0.33 0.33 oa3 oaJ w 209-479-6996 Field Check/ Date Q9-479-8996 Field Check/ Date I " 209-974-8946 1 Field Check/ Date 1 209-474-8946 1 Field Check/ Date Pano' OAS O.Js D.35 0.95 •• Climate Zone........... 10 - --------------- Climate Zone. ......:, Q,:., �Il---- ------------- .i i" fiClimate Zone........... 10 ----- -------------- Climate Zone...... 1.1 0 ..... 10 ---- - ------- ----- French Door•• 0.40 0.40 0.40 OAO W '� Non Ineml wl8 ball Salactive Glaea Compliance Method...... MICROPA56 v6.01 for 2001 Standards b Enercom Inc. Compliance Method...... -------=------ for---- Standards b Enercom Inc. Compliance Method...... MICROPAS6---- for ---- Standards b Enerco Inc. ( pet r ) � 9 p y p, Compliance Method "ykfl(jROPA56 v6.01 for 2001 Standar, p Enercomp, Inc. a "Comp '^®=y=_®^_`p,=ID p ______________ ____ y mp,_==6xS'^ ====T9 ate_===^��������a�e� -�_m =____ __ �� ====^s��_���__'_ __ s--� _ ____ _____ _________-- -- - -_ __-__ __--- Glaea Block 0.5] 0.51 0.57 N. Non-Mewl wl0 ue Glass MICROPA56 v6.01 File-PHB9 Wth-CT2 SOS92 Pro ram-FORM CF-1R MICROPAS6 v6.01 File Wth-CTZ10S92 Pro ram-FORM CF-1R MICROPA56 v6.O1 File-PHB2 Wth-CTZ10S92 Program-FORM CF-1R I Bad 1 _ g MICROPA56 v6.01 FiY$-�HB3 Wth-CT210592 Pzogr§ RM CF-1R 1 }i I 9 4 Z w ' - P - n 1 R n-PARDEE- 2 W UITE r Con Sol R n-PARDEE-PLAN I User#MPO105 User-Con Sol Run-PARDEE-PLAN 9 User#-MPO10 Ser-Con5o1 Run 3 I Uaer#M 0105 User Co So u PLAN S User#-MPO105 Use-CO So u 2 SHGC•0.3x(SL)I0.3x(SH)I0x(FX)ID.34(PATIO)10A(FRENCH DOOR)10.67(GIASS BLOCK) d i F- n HVAC SYSTEM P i ° 4 n 'x - Furn NE AFUE 0.s0 10.0 0.10. 10.0 0.80 GENERAL INFORMATION IG INFORMATION „(& d4, • GENERAL INFORMATION GENERAL INFORMATION Ara BeEN 4.2 4.2 4.2 t0.o ru _____ _ ________ i i_ i � p ' ___________________ _ ___ __ _____ oud lnewanan 4.x 4.x a.x 4.2 Dud Tesnne Requlretl^ Raqulnd•• Requlnd^ Ill^ Conditioned Floor Area..... 3035 sf Conditioned Floor Area �820 sf fi Conditioned Floor Area..... 2835 sf Conditioned Floor Area..... 2679 9�, ACCA Manuato Requires^ Requlretl^ Requlrea^ R ^ Building Type.............. Single Family Detached Building Type ..t:: ingle Family . :, Building Type.............. Single Family Detached Building Type.............. Srn eft - a 'Ed Construction Type ......... New Construction Type Construction Type ......... New Construction Type ......... New R ^Regwrea Jrd Party lnapecnon Building Front Orientation. Cardinal -N,E,S,W IQ,;m Building Front Orientatio 'nil -N,E; ''a Building Front Orientation. Cardinal -N,E,S,W Building Front Orientation. Car ,N„6,S,W WATERKEATING: Number of➢welling Units... 1 .li% ( ' 7. , wamr He.ter size SO.1 50 qa1 s00.1 So 0.1 Number of Dwelling Units., r �• t Nu o. of Dw lY g Units... 1 Number of Dwelling Doi 1 Number of Stories.......... 2 W0, JI 1 i «. ': *. Energy Fxmr 0.80 0.80 0.80 0.60 ytumber of Stories...... .1 ,1 i,... Number of Stories.......... 2 Number of Sto les.. 2 Dlanibuagn Type amnaara amnesia amnesia amnesia Floor Construction Type.... Slab On Grade r', oor Construction Type.... I� reds , 1 ,I'loor,�oh[ruction Type.... Slab On Grade Floor Construct Slab On Grade r Me6 tral Selective ooatln Is the Somr Heal CoaRlclentw w i mor Rol Glazing Percentage......... 15.1 4 of floor area 3 Percentage..... .5 r -s lz� g•:Parcentage......... 16.7 g of floor area Glazing Pere ....... 17.5 4 of floor area mamnma vnnaawe wrtn me eo.nn on Rua a I II me ro xe hom Ever smr ue ama I c Average As U-factor... 0.35 eta/hr-sf-F 'Avea b zing U-facto 'u 'n :. , derYage Glazing U-factor... 0.36 Btu/hr-sf-F Average Glt -factor... 0.36 Btu/hr-sf-F elxnen Ina a aemn me en.r .sects -, Average Glazing SHGC....... 0.39 Average a HGCa.. ` .-;" 'verage Glazing SHGC....... 0.35 Average'` g SHGC... 0.35 eadn Average Ceiling Height..... 9.8 ft Average ' `h verage Ceiling Height..... 9 ft Average' g Hei 9 ft 's` n^ MANDATORY MEASURES CHECKLIST: RESIDENTIAL MPAR t1 "° ,d"`"...' , Non.Lewn.e re.sent a bw a ne..ublect m me Ere"a,ree must nm,n th-m. m Hasa a.um.reae,a..e mme<empl«ce.pp ac ' BUILDING SHELL INSULATION � aIL}_ ION ` t '" ��'� BUILDING SHELL INSULATION NG SHELL INSU ION n.ma mamas wen an astaMk(•)mar be,up<medadby more emus htlt.ftlt, beme th•lea.nlne Cart ncned •=-U' , ° ,,..��. ____ ___________ __ _______ __ m;t acam.m•m •n«aa an.I b.­,lidr.a br.a p.ae.« _ ___________________ 1___.- __________ .m oomw,e�t. iota, eenena ro,lm en,mr.temp <ne<x et-a n<oncmmme m.pe rn° minm pet m•nart•ry meaurn vfiemarNry an•M1wm ei•wnenn •dxum,rM Component Frame Cavity Sheathing Total Assembly Component Frame Cavity ? s" N="' mponent Frame Cavity Sheathing Total Assembly " Frame Cav heathing sembly er en lH.en.epknel«'iv.mm, Type Type R-value R-value R-value U-factor Location/Comments Type T {� ype A-value R=+; -1Y_ - rU ,(,.;Type Type R-value R value R value U-factor Location/Comments ype` Type A a + vela < value U factor Location/Comments nNmctene:chxk er mnin.ppnnme base.wnen,emp ens e,<nnr N/a and•pgrcable. ____ ______ _________ _____ __ _______ _ __________________ ____________ _______________-__- .:�,{.- i+ __________._______ ________ ________ _______ _______ ________ ________________ _--------- ------- -----_ _ _---- --- _--- _ ______________________ FAOMPTON OFf10NER sh-EMENT Wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall Wall Wood R-13 R-n/#„»•. r,. a, �1t Wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall pI .'Wall hod. R 13 � R-13 0.088 Front Wall, Left Wall th Envalo M•..ar•a: 180 a.MnmumR s-iffi nun,.. X 2x6 Left Wall .v 2x6 Left Wall - - 2x6 Left Wall Iw b.ue•en n.al en m•numdunr•deeaay.ue Back Wall, Right Wall v..: „,- : i r u. 1 b' Back Wall, ght Wall Hack Wall, Right Wall •StsomY MnmumRl3 won Men«min weed hamea wan e..qunnnt uF.de,nmem n,m•w,n. X Wall Wood R-13 R-n/a R-13 0.085 Garage Wall " 2xS Right a1 95 Engle Wall is a Mi�mum R-t]re.se nee,n�ue'•n nmd teen z 2x6 Garage �iM1'1u- ,• Rig r 1 `r .�" 95 Angle W `. a 1 Wo :R-13 R-n/a R-13 0.085 Garage Wall sLb ede•m.drtr< .entkn mane cr ernx03%wn«w<ln.mol«mane 4tsIXl weer« art p �? re.le.man 2 o e,mnn<n. Door Wood R-0 A-0 R-0 0.330 Entry Door i h n &* i �� � 11-, n a� .. Wood R-13 R-n/a R-13 0.085 Garage Wal '. �'/'' 2.6 Garage na n•dn«r..e nee«mom.a m.a.naukden ua .Lna.m..ne<rte ,nen�. a Garage Door Wall *Woo =1 'fit a -1' 'age".: - or Wood R-0 R-0 R-0 0.330 Entry Door Door R-0 R-0 R-0 0.330 Entry Door 4t+a+I P.n..ent on Protlwn Ellen«oopn nalrAWrtmnlE.anmcn cemm. " t.own.na vnmwn wm.en<endnen.a.na unnnart sues.vn.aenan.e ee mn w.akwe. FloorExt Wood R-13 R-n/a R-13 0.061 Above Garage Door Wood -R-O I , -0, 'Ent: (µ{ I'• Garage Door - Garage Door zP.nannaon preaucn(e.mmf.aaM<n.a)na»meal wan nnn.a uric[«saunas sew Hnt W"n Gwacam(6HOc)ana'nillral on certi6cat on. F1oorExt Wold R-13 R-n/a R-13 0.064 At Cantilever Garde d. ?;,' FloorExt Wood R-13 R-n/a R-13 *-Above Garage, °, Flour 1 Wood R-13 R-n/a R-13 0.061 Above Garage ,a,u vm..na namled e.mkr,m eaaae. z - a Eln tleon is wnadw vndnend Roof Wood R-30 R-n/a R-30 0.031 Flat w/Attic FloorExt Wood R-13 R-n/a al: R 1 Above Gara :r ° Roof Wood R-31 R-n/a R-30 at w/Atti Rdait"'"" "'£ Wood R-11 R-n/a R-31 0.031 Flat w/Attic Iso .v. rn.m.n m.nan memo.zvnonxa to en. wA Roof Wood R-19 R-n/a R-19 0.047 At Furnace FloorExt Wood R-13 R-n/a� R _ At Oantil Roof Wood R-19 R-n/a R-19 rnace a., Roof Wood R-19 R-n/a R-19 0.047 At Furnace 1 sat.mnlnt°n b.m.,n.t..am cam tr mert•cwnm..<n u. arona,ra. wa wtn S1abEdge None R-0 R-0 F2=0.760 To Outside Roof Wood R-30 R-n/,4 R-30 Flat w "^ 1 �, g 0 �a'+ g s+won lne„ten mF�p,c.•o.cemn.G•.app•n<n•na Gn L<ee. `-SlabEd a None R-0 R-0 F2-0 de SlabEd a None R-0 R-0 F2=0.760 To Outside Ma,«,y ana many-eunnrev,<e•naw. a.CI.••.bia mrtel a, e 51abEdge None R-0 R-0 F2=0.510 To Garage Roof Wood R-19 aPa, R t'i .y t _ 1 lab£dge None R-0 R-0 F2=0. To E S1abEdge None R-0 R-0 F2=0.510 To Garage 1 e o ae.r.pa.lee vr•ne<mrnl t SlabEdge None R-0t 01 ,` ?r=0. u l r deer ca n as mm FENESTRATION S1abEdge None R-0 :g '2 =0.5. age •- TION FENESTRATION z.Np<pm nuoa.eemn ae m m,.ffia X a : ., a en analtlenln 1h...r Haatln •nd Plumbina y m .aa,r.x -____X______ tt tta X 1NAc u men[water nertan•nevamne•ane muee<.een'ned by tn•O.mmns an Over- NESTRATION Over-' „ Over- t h.Henn enver ce.n .ae•nc�n.a m apce Lwan A6HRAE 6MacNa«acCa. A 15 .6elback thermeelrt en,Il. IceH nu °Hal«ceeiln a slam. X Area U- Exterior hang/ ------ 1� �) Area U- Exte ng/ '_ " Area U- E terior hang/ 4ts0DT PPe ana nnk n.u«en ass motes nnem.vwnppw won W Ij h ' 1.6tereee ea•water neaten.lea wIM1•"Eeeryy Faster see loan Orientation (sf) Factor SHGC Shading Fins Location/Comments �44v r- P Orientation (sf) Fa c GC Shading, ion/Comments ... Orientation (sf) Factor SHGC Shading Fins Location/Comments m•urten n,Jn4,nm.n l.e m.n,l ne n.n<,eranz er g,.amr. I ________________ _____ ________ _____ _______ ___ "(area 0- Exteripi^ha � : _ _____________ _ _ z Fntsmn erp pe.ee.e.emw.l.,n.n.rt.nk nen.<c mu eon e.r.l.m.m+u n.a lR<.ranneO Wind Front (N) 97.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ Orientation J ,sC,'' (N) 46.. 0.340 Standard Ye§j `,/VINYL / SSGLZ Wind Front (N) 46.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ 3.Ba<k-�pta,knbn°,a;s ems";r<a,mno�mnk•e, ndndwdnnnk.n...Rtz 0 `.(sf) Factor SHGC Shad n n ins Locati tints Wind Front em I. n _ • Wind Front (N) 43.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ �aµ Wind Front (N) „350 0.320 Standard Yes / VINYL / SSGLZ Wind Front (N) 18.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ 4.aubwee er ekpp•<e 1 Rem en•ernd weer evtem..----------------'----- ------ ----__ _____ _____ ------_ ____________ Wind Left (E) 68.5 0.350 0.320 Standard None SNGL HNG/VINYL/ SSGLZ Wind Front (N) 24.0 0.350 0.320 Standard Yes SLIDER/ '/ SSGLZ Wind Left (E) ,01 !, 50 1I.320 Standard None SIT G /VINYL / SSGLZ Wind Left (E) 33.0 0.350 0.320 Standard None SNGL HNG /VINYL / SSGLZ °c m pnc t.ew ss .<said. W gjf O . as"c er•te p na mom nn wrtermnk. X e.P see betve.n Henn p Wind Left (E) 40.0 0.330 0.390 Standard None FIXED/VINYL / SSGL2 Wind Front (N) 26.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ Wind Left (E" .0 " '0 0.390 Standard None FIX /VINYL/ SSGLZ Wind Left (E) 9.0 0.330 0.340 Standard None FIXED/ VINYL / SSGLZ •4+5IXm):oud.anenF.n• W Wind Left (E 16.0 0.350 0.320 Standard Yes SLIDER VINYL SSGLZ Wind Left � t.an aa<n,na penum.n.l.r.ea...d.nan.u.Han men n.nqu mment ulna lees cmc 6.don. (E) 66.0 0.350 0.320 Standard None SNGL HNG / VINYL / SSGLZ Wind Left (Ek.... 20.5 ifm."Iir 0.320 Standard Yes SLIDER/VINYL/ SSGLZ Wind Left (E) 20.5 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ sot 6w.soa,.ne snne.mw;euett,ea.mom.mnmum n..ed.v.I er R�.z e.enee•.e«n.ny In W Wind Left (E) 8.0 0.330 0.390 Standard Yes FIXED/VINYL / SSGLZ Wind Left (E) 26.0 0.330 0.340 Standard None FIXED/VINYL / SSGLZ Wind Left (E) 26.0 O Y 41.0.390 Standard Yes FIXED/ VINYL/ SSGLZ Wind Left (E) 26.0 0.330 0.340 Standard Yes FIXED/VINYL / SSGLZ eenal sues.pace.open naa eM1,be sea tie won m.ne ape.e,0ee•n em er doer eud.<nun•v.l.m Z Inn mean m.app nb e,ew"menu muL tat uL late,er ul lele.xm.•rc ertap u..em..a Q Wind Back (S) 66.0 0.350 0.320 Standard None SLIDER/VINYL / SSGLZ Wind Left (E) 29.0 0.330 0.340 Standard Yes FIXED /VINYL/ SSGLZ _g'�a} (S) 48.0 0.35Q .340 Standard None PATIO DR /VINYL / SSGLZ Door Back (S) 48.0 0.350 0.340 Standard None PATIO DR/ VINYL/ SSGLZ ,n v4 n<nn.<cmbnn pn dm.nc.na.Hoer mean dlap..n.l au•.a.ea sac Q, Door Back (S) 88.2 0.400 0.400 Standard Yes FRN DR/NON-MIL / SSGLZ Wind Left (E) 20.0 0.350 0.320 Standard Yes SLIDER/ VINYL / SSGLZ n4fa:. S) 49.0 0 35(j,;,, 20 Standard Yes SNGL HNG /VINYL / SSGLZ Wind Back (S) 49.0 0.350 0.320 Standard Yes SNGL HNG/VINYL / SSGLZ ~dneu.earorenwyn4<manones,..uem..ne.nm.eraum.ynem•.name. hl ..n.0 nd b...a ea won<<m b.<k rvbbar.ana.n.sum mpa•um.a.•u<n mv.1a u•aa m Wind Back (S) 34.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ Door Back (S) 96.0 0.350 0.340 Standard Yes PATIO DR / VINYL / SSGLZ Bac ,B) 88.2 0.350 ll y 40 Standard Yes PATIO DR /VINYL / SSGLZ Door Back (S) 88.2 0.350 0.340 Standard Yes PATIO DR/ VINYL/ SSGLZ (n W Wind Right (W) 15.0 0.330 0.340 Standard None FIXED/VINYL/ SSGLZ Wind Back (S) 33.0 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ - ind Bac ) 27.5 0.330 Standard None FIXED/VINYL / SSGLZ Wind Back (S) 27.5 0.330 0.340 Standard None FIXED/ VINYL/ SBGLZ ze�µare.amn.uppert p.mmm roa.rn,na en era p«um.a.nn.a er ccn.tmmaa wu mrtan.I. IL f- Wind Flight W 18.0 0.350 0.320 Standard None SNGL HNG /VINYL / SSGLZ Wind Back ) 8.0 0.570 0 Standard Yes GLS SIX/ OPAQUE Wind Back (S) 8.0 0.570 0.670 Standard Yes GLS BLK/ OP UE «n gene"tic.e ana em pp au baa.e cur nd be u•.a ro,nnnr ne<ermt«ea 0 W 3 Q g ( ) (S) 27.5 0.350 0.320 Standard None SLIDER/ VINYL / SSGLZ Wind Ba S AQ . u n ..n.0 en nor m.e�em.n a wm•In•m ae In c.Nl.•ana•.pp<n IL Wind Right (W) 16.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ Wind Back (S) 32.0 0.330 0.340 Standard Yes FIXED /VINYL/ SSGLZ Wind -{W) 39.0 0.350 0.320 Standard None SNGL HNG / VINYL / SSGLZ Wind Right (W) 33.0 0.350 0.320 Standard None SNGL HNG /VINYL / SSGLZ ,reel«ronn°en•'nm is<emvn•••at<<•«•neu<n<n•In<ne<,«e.•<t en.,n.erm•aud• J _ ' .an .e,m.e acts mm.andrn.reemp<nm..ne nd e..a awm<nnb.<k bb.r () N J Door Back (S) 33.5 0.400 0.400 Standard Yes FRN DR/ NON-MTL / SSGLZ f.. W} _ 16.0 0.570 0.670 Standard Yes GLS BLK/ OPAQUE Wind Right (W) 16.0 0.570 0.670 Standard Yes GLS BLK/ OPAQUE a.an..h.au<tt•pn um.•••ant.p.I.nw In combint<n won m.•n<.na enwn.na• 4.Eihau.t mn...lem.M1,n beak, erM<mrta aam _ SLAB SURFACES W rid Back (S) 8.0 0.570 0.670 Standard Yes GLS BLK/ OPAQUE g ` 96.0 0.350 0.320 Standard Yes SNGL RNG /VINYL / SSGLZ Wind Right (W) 46.0 0.350 0.320 Standard Yes SNGL HNG/VINYL / SSGLZ pin W Q W i SGrraY'�entlrt ng•Y•tam••eMnp ccMnena•pa<anra•Itnar.Nanatic arrnany xc«•Ibla ------------- Wind Right (W) 16.5 0.330 0.390 Standard None FIXED /VINYL/ SSGLZ r menu.YO hem dampen. _ _ N Area Wind Right (W) 42.5 0.350 0.320 Standard None SNGL HNG / VINYL Z SLAB SURFACES SLAB SURFACES aPrn.cl en dmau non nw.t pn• tl b•p--d-a•m.g•lncromng mm au•to•umgro M m N Q <ry molatun equipment me ntamnce ana mod bd nd 1 miles to Ill b bwng:n.0 rt.n epli a t• Slab Type (sf) Wind Right (W) 16A 0.570 0.670 Standard Yes GLS BLK/ 0 ------------- ------------ ..w.en.r.n.Il be.un.be ror emenram<e.a.pnndee by.um Hum.Heel m.mi p. eons. _ ________________ ______ «v.a<cwr Qw.rro.m nm rtlw rmlb,v.d«I•a...Eow pr pam.a wM•<oxmEl 11 } ? Z Wind Right IW) 8.0 0.350 0.320 Standard Yes SNGL HNG GLTn Area Area wit«,"b=im hll ngee•.Heidm Hem•e.,nmrtien uat<x eau•.a .dal en dm.mn.N.. X `Jl Standard Slab 1473 Wind Right (W) 8.0 0.330 0.340 Standard Yes FIXED ' / SSGLZ Slab Type (sf) Slab Type (sf) 1114.P.manespe Hennc syn.m•.14 Eql pmam. Q [^ ---_ - ______ I [item l•cehlaeewkh 78%th-1 eOplancr enaR•wlmh wenh°gredoPo hg Ill len ^ " ---------------- ------ ------ neeleeld<n••taneehestn4•ndn<pill light a. 13.1 1 HVAC SYSTEMS SLAB SURFACES Standard Slab 1420 Standard Slab 1264 zar•nml.In•I,Iee w+w F W _________-__ __ _________ .Al ieut]8'of pipe bewnan anennd non,b,Murs•elan M1eatln0 - b Geer ro.e.tdew pn.e,emen,.p.. � W Y Refrigerant Tested ACCA a HVAC SYSTEMS HVAC SYSTEMS J Peel••tam ne.a Won"Mln•.ne.<Irnl«Ian um nme•wn<h. wA W N Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Slab Type }., 4+t5G„nna c.mnr mm.c..,pad n.n.n spa noon«neu..nea ceekng.pq«c«nrwo -'-'---"--- ------------ eeminuou•I bumin loll hl Ekce Ian:Nen.rxnem ceekin• II•nea wkh Id.150Btufi X } Q Type Efficiency Airflow Location R-value Leakage D Type ---------- ----- : Refrigerant Tested ACCA Refrigerant Tested ACCA hntne Ma ryAeermn.dn m.n•.cm.a emm�e (�tgA ------------ ----------- ------- ----------- ------- ------- ------ ---------- Stan 9 1989 'f. ` Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Llgls0lk)t:wm n.,..ne een.rm ucminc nkmn«.ma h....mp.wtn.n.nc.=y m40.m.n.rom er con« It Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Type Efficiency Airflow Location R-value Leakage D Type Type Efficiency Airflow Location R-value Leakage D Type n,g.nenllgnnnc In knee.na.ml.f•n.n loming•n•1be«mnllee bY..wn<n en.re.alry n<e•.bn W ACSplit 10.00 SEER No Attic R-4.2 No No Setback SYSTEMS,. ____________ ____________ _______ ___________ _______ _______ ______ __________ ____________ _-___-___-__ __________________ _______ _______ ______ __________ g15O(kR.a •:m•,n.,d cn.am won lamp. nemyer w mIn <env.1 m..t.n.moon tern. X semi wdn•.hewn.<.biome man n., n,. wtn --------- _-- Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback xwmm,lwan«enne..wncnedrtm..mnnn to m.Hem er ensmn..nemrtne.nmm npmnm.m WATER HEATING SYSTEMS Refrige.. ° Tested ACCA ACSplit 10.00 SEER No Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback Nnwna n teak..ra"<•nda•<.m,.<.a..d col noun.,,.is umenc ,o,.a. x j --------------------- Equipment Minima Charge a Duct Duct Manual Thermostat Auau.T foot Number Tank External Type Effl.ci Airflow' on R-value Leakage D Type WATER HEATING SYSTEMS WATER HEATING SYSTEMS in Energy Size Insulation ------------ ------° �i, coeeerxANce srareNENx _________ _____ _______ _______ ______ __________ _____________________ __________---___^_-__ -------------------- Tank Type Heater Type Distribution Type System Factor (gal) R-value Furnace 0.800 n/a Att R-4.2 No No Setback Number Tank External Number Tank External Thi,camtificate cf compliance lv,ta the building feature°ana performance ` ------------ ----------- ----------- ------- ------ -------- ------ ---------- ACSplit 10.00. RI o Atti R-9.2 No No Setback in Energy Size Insulation in Energy Size Insulation ,peoiricationa neea<a ce comply t.icn xiva z4, e.rt,I and 6 of rf.. ! Storage Gas Standard 1 0.60 50 R- n/a Tank Type Heater Type Distribution Type System Factor (gal) R-value Tank Type Heater Type Distribution Type System Factor (gal) R-value Ragulacaona, and the admr.r.crative iegul,uon, to TERHE ,'`STEMS ___ _______ ___________ __ ____ __________ ______ ___ ____ __ ___ __________ _________ __ ________________ _-________ ______ ________ ______ __________ Cnl fornva Code of impl amen[them. Thre certificate has bean aig.ed by the inch victual wibb overall de.lgn resBons lbility. When this certlTicaia 7 1 compliance Ls SPECIAL FEATURES AND MODELING ASSUMPTIONS ""' --- --- ------ Storage Gas Standard 1 0.60 50 R-n/a Storage Gas Standard 1 0.60 50 R-n/a ,ubmit'.l for a,engl.building plan tc be built Ln nnitiple orientations, ----------------------------------------- a ) Number Tank External any ah.ding feat.-th.c is varied is indicated L. the spacial Pastas. +** Items in this section should be documented on the plans, +** in Energy Size Insulation SPECIAL FEATURES AND MODELING ASSUMPTIONS SPECIAL FEATURES AND MODELING ASSUMPTIONS Modeling Aa,umpcion,aeccien. +** installed to manufacturer and CEC specifications, and +** Tank ype Dist-. tion Type System Factor (gal) R-value ----------------------------------------- ..... " -----""-------- --------'-"----" DESIGNER c ORNER MINENTA o ++* verified during plan check and field inspection. **+ _"" -----"iI -- ------_ -- ------------------- ------ -------- ------ ---------- {`* Items in this section should be documented on the plans, { * {+* Items in this section should be documented on the plans, *i* a DO TION AOTH A Storage Gas Standard 1 0.60 50 R- n/a * installed to manufacturer and CEC specifications, and * installed to manufacturer and CEC specifications, and Name.... Name....TENNIPBR WRIGHT This is a multiple orientation building with no orientation rest: *+ verified during plan check and field inspection. *** *** verified during plan check and field inspection. *** company. IARD6e HOMES company C.-, Addxeea. 10880 WILSHIPS BLVO 1900 Addis... 7407 Tem O'Shantei Di 9Le x00 This printout is for the front facing North. _ SPECIAL FEATURES AND MODELING ASSUMPTIONS « -- This is a multiple orientation building with no orientation restrictions. This is a multiple orientation building with no orientation restrictions. Los, 111-ANGELEs CA So4z4 Stockton,CA ssuo '-----'----"---"-'---------- P 9 P 9 Phone... (310) 475-35CA Phone...209-474-8946 f REMARKS {+* It 'din this section should be documented on the plans, {i This printout is for the front facing North. This printout is for the front facing North. Lice.... l * installed to manufacturer and CEC specifications, and DUAL PANE, VINYL WITH SPECTRALLY BE L 11 - ';. *** verified during plan check and field inspection. *** REMARKS REMARKS signed.. sign•d.( U-FACTORS=0.35 (SL) / 0.35 (SH) 1; 35 (PATIO) ------- ------- - ENFORCEMENT AGENCY SHGC a 0.32 (SL) / 0.32 (SH) / #I'}:) / 0.34 (PATIO) his is a multiple orientation building with no orientation restrictions. DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS SEE MANUFACTURER'S SPECIFICATI ET „J�} This printout is for the front facing North. U-FACTORS=0.35 (SL) / 0.35 (SM) / 0.33 (FX) / 0.35 (PATIO) U-FACTORS - 0.35 (SL) /0.35 (SH) /0.33 (FX) / 0.35 (PATIO) N•me•••• ;i SHGC-0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) SHGC= 0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) Title... DUAL PANE, NON-METAL WITH SP LY SELECTIVE GLASS REMARKS SEE MANUFACTURER'S SPECIFICATION SHEET SEE MANUFACTURER'S SPECIFICATION SHEET Agency.. 4 r1 '\:'v'CE U-FACTOR= 0.40 (FRENCH DOOR `" ------- shone... r SCC >ErC9. ,,,,,IrTES,INC SHGC 0.40 (FRENCH DOOR) DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS ^ VALUES MUST MEET OR EXCEED U-FACTORS = 0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) U-FACTOR= 0.40 (FRENCH DOOR) U-FACTOR a 0.40 (FRENCH DOOR) signed.. ,y SHGC=0.32 (SL) / 0.32 (SH) / 0.34 IF%) / 0.34 (PATIO) SHGC a 0.40 (FRENCH DOOR) SHGC- 0.40 (FRENCH DOOR) (sate) T u1.=,5 -. OP,'� ELEVATION 'C' TAKEN AS WORST ;LAZING SCENARIO. SEE MANUFACTURER'S SPECIFICATION SHEET VALUES MUST MEET OR EXCEED VALUES MUST MEET OR EXCEED Pic ca,,, d11 v2 ""0 _ ,r:i a peat g DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS DUAL PANE, WITH OPAQUE GLASS DUAL PANE, WITH OPAQUE GLASS t U-FACTOR=0.90 (FRENCH DOOR) U-FACTOR-0.57 (GLASS BLOCK) U-FACTOR= 0.57 (GLASS BLOCK) SHGC= 0.40 (FRENCH DOOR) SHGC=0.67 (GLASS BLOCK) SHGC-0.67 (GLASS BLOCK) 1 VALUES MUST MEET OR EXCEED SEE FENESTRATION DEFAULT U-FACTOR& SHGC TABLE SEE FENESTRATION DEFAULT U-FACTOR fi SHGC TABLE I ' t T-2 4 DUAL PANE, WITH OPAQUE GLASS ELEVATION 'A' TAKEN AS WORST CASE GLAZING SCENARIO. ELEVATION 'A' TAKEN AS WORST CASE GLAZING SCENARIO. {/q-a d(�^.�} (/•+��1 - 6 SHEET U-FACTOR= 0.57 (GLASS BLOCK) THESE CALCS INCLUDE THE SUITE OPTION. mow/ `b./ �✓ Ew • PAGE SHGC=0.67 (GLASS BLOCK) SEE FENESTRATION DEFAULT U-FACTOR&SHGC TABLE 7407 Tam O'Shanter Drive,Suite 200 Stockton,CA 95210-3370 2 OF 2 ELEVATION 'C' TAKEN AS WORST CASE GLAZING SCENARIO. (209)473-5000 FAX(209)474-0817 40,-0• NOTES o,ao � '/// INDICATES DROP IN SLAB(SEE DETAIL) 1312' VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOIL REOUIRETIEHTS WITH THE SOILS REPORT. a a a a c _ REFER TO STRUCTURAL ENGINEERING DRAWINGS 4 , FOR INFORMATION NOT aaaa a a a a a a a t SHOWN HERE h h PROVIDE CONDUIT UNDER FOR HARDSCAFE ^..LAB FOR ISLAND COUNTER ELEOTRICAL - INFORMATION REFER TO il g TO EN!AT r LANDSCAPE PLANS a a a a s aaaSLABa a __ ___ __+_ FIN.FLR NOT.AT -- _ HODDY OPT. UUI I' E O 'f N O IIr� T4 WATER ofAT 4= r- I� r OPT. 4 = u V s I.II l HOBESY 7 a 0�w C 1. 7 I OS n b Om ®O e U IL OF HAS i y AT WATER '� t CLOSET cJ '2'_I• I� n 1�-� 0 J a o o c �Q rn 14 U- V A U m o QI PORCH 0 _. _- Q ® 7 I p Qa I Q p N ? n 3'WIDE pp r WALK Y d d�ua } i Q�� N a wz�F N d��fz Cl- �dpd o OF W o J 4• 5-4' 4"f.-I. 4�� 16�_2. 4' 2'-S" O LLm !T� W ,� 21'-4' W a O J E Q O Z a' In � wUN Z `Z101�� � V1J I Ill�j yU4 M �t Z Q zn m � O<� SLAB INTERFACE PLAN A ����� co oou)�) �Yp SCALE-.1/4-F-01- d OJv SEE ADDENDA FOR PLAN LZ � H CHANGE PER ELEVATION. $a r � pz N U w z o� I ¢1 U fA O NOTES [ ';7//7' INDICATES DROP IN SLAB(SM DETAIL ionaio� VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REIWORCINS S STEEL AND ADDITIONAL EXPANSIVE OIL REQUIREMENTS WITH THE SOILS REPORT. a a a a REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT a SHOWN HERE aaaa aaaaaaa FOR HARDSGAFE INFORMATION REFER TO LANIDSGAF'E PLANS aaaa a a a a a a a N9 V 09 � 00 w� w � o� m _ Z y sl � Q 0 Z W a� Q o 0 8 W y si I w v �coNc. Q �7 p o0 PORCH V1 h I p F Y 2Q _ d µµll 4 3'WIDE 0<�-F: N WALK y~j Z F N } dY Q 4. 2' 4' 2'-S' U L RRyI e m A^ � 4'.p' W-W 4'-0" 4'-0„ '2,_T. 16'-2" 2'-'1' 2' 4'-6• 9'-O" 4��„ 6'-0' ��. '_S 16'-2' 2'-T" JI o tltl. �® '0.L./ -D >o O QC IL N�I� V w �Z� a SLAB INTERFACE ADDENDUM Vc. SLAB INTERFACE ADDENDUM SCALE VI"=1'-O" ml m u SCALE a nly�1 �� REFER TO BASIC PLAN FOR REFER TO BASIC PLAN POP Z u F} NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND INFOGm RMATION NOT SHOWN INFORMATION NOT SHOM HERE 1 -S INC WeI�d P M. V Z L, .. °z o m U 9 O FLOOR PLAN NOTES o„eO3 I.3q"CLEAR REFRIGERATOR SPACE.PLUMB 1=OR WATER SUPPLY. 6'-10' VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.5EE INTERIOR ELEVATIONS. 1'-O' S. SLIDE-IIN RAN6E0 OUTSIDE COMBINATION W/BUILT-IN HOOD, 4'-I' S'-0' b'-0' 2'-I' 6'-4' 2'-0° NENT 4.90"COOKTOP W METAL HOOD W/LI6HT 4 FAN p 4'-2" 4' (VENT TO OUTSIDE AIR). 5.96"COOKTOP NV DOWNORAFT FAN(VENT TO OUTSIDE AIR). a a a a 6.30"COOKTOP(CROP-IN)W/METAL HOOD W/LIGHT R FAN -..I�VENT TO OUTSIDE AIR)W/56"BUILT-IN OVEN MwLOYU. 7.STD.MIGRO/OVEN COMBO YV OPT.FOR DBL,OVEN SPACE ��t��5p� e.36"MICROWAVE/HOOD. _----Q------- -- - -- 1q.OPTIONAL TRASH E BIN. TOR. *I 33 30 24 10.OPTIONAL RECYCLE BIN. 50%SL. 50%3L. 6056 SL. i.ABOVE DRAINTIMISHOU.U�N.O PROVIDE SHORESISTANT YL-R CURTAIN OROD U.N.O. __ _ _ - _ 12.+iOT MOP IIYL-R PAN.SEE PLAN FOR SIZE.TILE TO 72" _- �--� 11 � ABOVE DRAIN U.N.O. 17 1 II $ 13.HAND BUILT TILE SHOVER.SEE PLAN FOR SIZE.TILE TO 72" CCC 9O 40 6 ABOVE I 14. 0"" 2"OVALN TUB CERAMIC TILE WAINSCOT.PROVIDE MOTOR ACCESS PANEL AT OPTIONAL SPA/HYDROMASSA6E a a a a a a a a a a a LL NOOK BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. GL6. - 23 21 15.SHATTERPROOF SLAW SHOWER ENCLOSURE. 0 16.SHOWER SEAT.SEE PLAN FOR HEIGHT. 26" 2 IT.LINEN CABINET. SEE INTERIOR ELEVATIONS. D.5 18.(W EQUALLY SPACED SHELVES. FAMILY 1-1.F.A.U.V VENT TO OUTSIDE AIR. GFT. S.V. 20,PYH V VENT TO OUTSIDE AIR 2 1.PROVIDE A 10"HIOH VV.PLATFORM FOR W/H OR F.A.U.PROVIDE OPT. 1 4 COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR D DUCT AS SHOVAI ON HEATING PLAN AS RE&D FOR FAL.ONLY. I 4'-1"GL6. 0 IF FA.U.AND"ARE SIDE BY SIDE PROVIDE A"T"PLUMBING it I SEE SHT.29X rt FITTING AT F.G.AND A COMBO.S VENT CONNECTION FOR DBL. a a a a a a a a a a a c USE OF EQUIPMENT.(VERIFY) -- 22.14"X 15"6.1.SCREENED!LOUVERED COMBUSTION AIR VENT. ® 0ID- N 29.3"VIA.BUMPER PIPE 36"HIGH VV MIN.12"EMBEDMENT. LL 36 27+ I OlO - 24.TEMPERATURE!PRESSURE RELIEF VALVE. 25.14' x 6"&ARASE EXHAUST VENT,SCREENED AND LOUVERED. 26.DRYER VENT(MAX.14 ft.LENGTH INCLUDIN6(2)qO DEGREE IKITCHEN BLSOWS.PER c.MG.soar. 2-T.PROVIDE WATER/WASTE FOR WASHER 26.SAS DRYERS INSTALLED IN A 6ARA6E MUST BE ELEVATED 50 Z ^`tK^ THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS ARE A MINIMUM OF I8"ABOVE THE FLOOR LEVEL. _ I I I 29 PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER = " G • OPTIONAL 1 - "a___ __ 30.2x6 STUD WALL. w C 32 2 2-SIDED '{ I 9 1 .PONY WALL.SEE PLAN FOR HEIG . w c -FIREPLACE ED _ 2'-2„ m 3 .BALLOON FRAM WALLS.SEE STRUCTURAL FRAMING PLANS, S 7 _ 994.PLUMBING WASTE DROP FROM ABOVE. 2'-2 a 4'-4 i. g, I HT 33 3 .22"X 30"ATTIC ACCESS PANEL PER G.B.G.1505.1. 2666 'r 35.FA.U.IN ATTIC.PROVIDE 30"X 50"ATTIC ACCESS PANEL. O § DINING I m (OR PER G.M.G.-106). PROVIDE FUEL SAS,LIGHT AND SWITCH. n 7 36.METAL FIREPLACE.SEE MANUFACTURES 9PE-IFIGATIONS FOR q'-I"CL6.AT I ` 'i" 9'-9" b'-10' 6'-Io• 0 RAISED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. o OPT.ABOVE PROVIDE F.6.AND KEY. PROVIDE 6LASS ENCLOSURE. - 'MAJESTIC"I.CS.O.iER-561T OR EQUAL a> = 1q'-6' I II'-0" 6'-l0• 37.APPLIANCE FIREPLACE.PROVIDE F.6.(VERIFY?-VENT EXITINGAND �+ Y C 41 91 P p 38.]ELECTRICAL TERMINATION SEE REMENTS)UTILITY PLAN). I.G.8.0.MMIIISSiq. _ U 3q.NEVEL POST. I 40.96"HISH GUARDRAIL PER G.B.G.50q. 41 .34"-58"NISH HANDRAIL ABOVE NOSING PER C.B.C.10093.9.6 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. f f1 - A O p I 43.LINE OF MA50NKY VENEER SEE ELEVATION FOR HEISHT.SEE V J v 1.1 46 in I-IR. I I, SLAB INTERFACE PLAN FOR TOE PT6.RETURN DIMENSIONS. 44.LINE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. N = rgQ. 4 -.. -. -_-_- __-_ _ EXPANDED ;4 45•LSI BINTERFAACCE LARNRFOR MO EeINPTORMATION.HEI6HT.SEE L24.69 ��_ HALL I oPfi GARAGE n it 46.PAR E!WLOSE+101 SAPIBLE P 15 Gib .10093.32 gION UNDER STAIRS hf T. o 4-1,LINE OF CRIPPLE WALL ABOVE. 46. 05O _-- - 62 R 4q.ARCHED SOFFIT.SEE FLAT SOFFIT. PLAN PLAN FORFOR HEIOHOR HffI&HT OT OR DETAIL.S . LINE R DETAIL. :T'-6.3 G __ ABOVE. FLOOR SO.SHELF.SEE PLAN FOR I•EI6HT. F 52.SLA56 BLOCK. :-. RY 53.DUCT CHASE.VERIFY N H.VA.C.DRAWINSS. Z o GL6. 54.RECESSED LUMINOUS CEILINS.SEE FLOOR PLAN FOR SIZE AND 0 SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. J IS S'-4'� W-2" 4 $ q' I-8 30 55.LINE:OF DECORATIVE PORCH RAILING.SEE ELEVATION. to IN \ fr 56.L NE OF EXTORIOR, TOP OF 6UARDRAILBSHALL NOT Be LESS THAN 36"IN 6HT. �IX x U a \ _ OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN 0 U o EN/QPT. \ ORNAMENTAL PATTERN SUCH THAT A SPHERE 4'IN DIAMETER 0 0 1 \ ,. CANNOT PASS THROUGH.PER G.B.G.50g3. Z J m v m t7 160E0 SECTIONAL GARAGE DOOR I.L p EDR�t. 4F \ ST.PROVIDE DECK DRAIN(5)YI/OVERFLOW.PROVIDE BUILT-UP o o q_i•Gy,� \ -- FAKINF6RpMNA}T�EpRRIANL�B(Ef)fIND DRAIN(5)50 To DIVERT WATER 1 58 OVEL BAR-H6T.854'ABOVE FIN.FLR. J V7 o --- ----- - - - ------- - 5q.241 TOYEL BAR-HOT.54"ABOVE PIN.FLR.N FLR 0p, m N 26W S.H.N 1450 Y-- ('1 60.TO LET PAPER HOLDER-HST 24'ABOVE FIN. 4- Z Z F w _ __ __ 62.SAS L METER ET FOR.LOC I RI ASEE N CLOCK. TERFAGE PLAN SIDES Y419414 Fb. 64.2 OPEN IS"DP.SHELVES STANDARD.OPTIONAL IV DP.CABINET, SEE ELE`''.ABODE I GCSE: N 65.INSTALL COMFORT WISE/EIER6Y STAR MASS PLAQUE CLEV HT f ELEV. - ABOVE LIG SWITCH. lk p GENERAL PLAN NOTES � a a a = -- I.ALL INTERIOR DOORS TO BE HOLLOW GORE 3/8"YHK.U.N.O.- } (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. Q} � T T 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW GORE 19/8" W z 51 46 THICK EXTERIOR&RAPE.(SEE PLAN FOR SIZE). 4 1_Z Q SQ. POOTACsE D C S.ALL HOUSE TO&ARASM DOORS TO BE SOLID CORE 1 3/6"THK. LL dQ O Q- Ell" � SELF CLOSING AND T16HT FITTING OR A 5ELP CLOSIN6,TIGHT- 'L is CD J I.1 I.�I FITTING DOOR HAVING A FIRE-PROTECTION MATINS OF NOT LEW WW (FIRST FLOOR 1 � 2-1 THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) � vKo � � w _j •J 3'-6' S'-e" 9'i" 2'-9' I6'-2' 4�� 2'-3" 4.ALL ENTRY DOORS TO BE SOLID GORE 5/4'THICK.(�PLAN C Q SECOND FLOOR 1555 FOR SIZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT tlf (a) TOTAL �48�7 12'-6' 6'-0^ 21'-4' TOP AND BOTTOM OF INACTIVE DOOR. p$ZyT LL W N O Z 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 13/4"THICK d1 M1� I® J O (SEE PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDEI�R}� g J rn EXPANDED GA12, 654 FW OPT. HOBBY 1 40 6.BUILDERS SHALL. V BOTTOM OF THAT ALL a�Lr ~ m a >_ ESCAPE OR RED WINDOWS SHALL HAVE A MINIMUM NET CLEAR p MINIMUIM CLEARyW�� w U N Z OPT. BED 5 1155 OPENABLE OPENABLE HEIR T DIMA OF ENSION SHALL BE ASE FEET.T24 HE IW_,HES.THE MINIMUM AIM B Q J M U OPT. LOFT 17 8 NET CLEAR OPENABLE W DTH DIMENSION SHALL BE 20 INCHESAND HAVE A NOTE, ORE THAN 44 IW_*eS FINISHED ARE FOOTA6E CALCULATIONS ABOVE THE FFILOOR.(PER GB NISHED SILL. !310.),ASS INNDIGATED BY(q '" �amµµB11 3 Z Q FOR THIS HOUSE VERE MADE BASED ON PLAN WINDOW5 NOT MEETIN6 THESE REOUIREMIENT5 SHALL 1# a-=\ Z g� y m O DIMENSIONS ONLY AND MAY VARY FROM THE FIRST FLOORPLAN BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. u1 =W u7 O Y WISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT. RR F U KALE v1".P_t)^ Q g }F CL v OL141Z v� 00 Lu SEE ADDENDA FOR 04 CHANGE PER ELEVATION. w �y x INDICATES EXTENT OF fURE LF OR z COFFERED GL6.SEE � m PLAN FOR HEI6HT(5). FLOOR PLAN NOTES I.34"CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUFPLY. Ia'4" (•1 I.1 21'-10" VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. S.30"SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, 4'-I• S'-0' W.,. V-2" II" 3'-6" W-a' e'-a' LIGHT 4 FAN VENT TO OUTSIDE AIR). 4.30"COOKTOP YV METAL HOOD YV LIGHT 4 FAN -- ---- _--- - 2'-0" 4'-10" 96'NT TO OUTSIDE GOOKTOP W/DOMEWAFT FAN(VENT TO OUTSIDE AIR). a a a a 6.30"COOKTOP(DROP-IW YV METAL HOOD YV LIGHT 4 FAN e ilniw veuc .. (VENT TO OUTSIDE AIR)W/36"BUILT-IN OVEN MELONU. I OPT. DECK I 7 tTD.MICRO/OVEN COMBO W OPT.FOR DBL.OVEN SPACE 8.36'MICROWAVEMOOD. KAL 10.OPTIONAL R�CGYCLE DIN. AGTOR. minas,RA_ 1-- ------ - t I.5'-O"E CRAOWER W/WATER SHOIA ANT CURTAIN R TO N.O (TEMP) (tEMI') ABOVE DRAIN U.N.O.PROVIDE 9HOYL`R CURTAIN ROD U.N.O. 12 PAN SEE PAN FOR SIZE TILE i .HOT MOP SHOWER LE TO 72" Ir I QL \ r----- 59 ABOVE DRAIN U.N.O. \ 0, -( r= 13.HAND BUILT TILE SHOM-R.SEE PLAN FOR SIZE.TILE TO 72" '(�/ (>�L ABOVE DRAIN U.N.O. a S \li I --I------ K 14.MOTOR ACCESS PANEL AT RAMMIIC TILE INSGHYDROMA9 PROVIDE C ) a a a a a a a a a a a h_ BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. ATTERPROOF GLASS^IGNCR ENCLOSURE. 16.SH SHOWER SEAT.SEE PLAN FOR HEIGHT. m m 17.LINEN CABINET. SEE INTERIOR ELEVATIONS. n a MASTER / O 6O _ 2aee I Ia.(5)EOUALLY SPACED SHELVES. r n I �EDROOM N -' i M BATH-1 GFT S, , II a I 0 Q 1-1.UAL.D'VENT TO OUTSIDE AIR. 61 I '�9'I"GL6. ram,-, „ ' r 20.W/H B'VENT TO OUTSIDE AIR. w I 4 Va /i�L - / - I )] - B 2 1.PROVIDE A 10"HIGH YV.PLATFORM FOR"OR F.A.U.PROVIDE _2 I I N COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR GRILLS OR Q > 1 I I,� DUCT AS 5HOWN ON HEATING PLAN AS REQ'D FOR FAL.ONLY. W'A�-K 1A IF FA.U.AND WM ARE SIDE BY SIDE PROVIDE A"T"PLUMBING Ia I I FITTING AT F 6 AND A GOPW.B'VENT GONNEGTION FOR DBL. ®� USE of EQUIPMENT.(VERIFY) 22.14"X 15 G.I.SCREEN®4 LOWERED COMBUSTION AIR VENT. 23.3"VIA.BUMPER PIPE 36"HIGH W MIN.12"EMBEDNIENT. 2'-10" W-4' ♦ I 24.TEMPERATURE t PRESSURE RELIEF VALVE. I s. . PT. - AND LOWERED. pgL 5 s P._�I I 26.DRYER"VENT(MAX.14�LEN&TH INC.LT VENT, LUUD N& 2)90 DEGREE • __, _ .. ELBOri G.M.G.5.PER 504.3. 27 W ------- - -- j� 9<P PROVIDE ATER 4 NW5TE F� . 28..6A5 DRYERS INSTALLED IN A GARAGE MUST BE ELEVATED 50 rn - Q R O v/AARDRoeE THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS ARE w N h I _ __ it -- -- I n A MINIMUM OF 18"ABOVE THE FLOOR LEVEL. 00 m - ___-__ 24.PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER 30 - 2 t 6066 BI-PASS I .2x6 STUD WALL. w SB 61 �� 60 I 9 I.PONY WALL.SEE PAN FOR HEIGHT. 0,52.BALLOON FRAMED KALLS-WE m O I 3110' '-4'}24,- 9-0 10'i" I 59.PLUMB NO WASTE DROP FROM ABOVE. L FRAMING PLANS, d ff Y II Q I 34.22"X 30"ATTIC,AGGESS PANEL PER C.B.C.1505.1. ` b I [�vrOPT• LOFT ",Gl s SS.F.A.U.IN ATTIC,.PROVIDE 30"X So"ATTIC AGGESS PANEL. 0 r b'-I'GL6.AT OPT. 4 94 LL (OR PER G.M.G.40B).PROVIDE FUEL GAS,LIGHT AND SWITCH. Q c OPEN TOI\\ 36.METAL FIREPLACE.SEE MANUFAGTURFS SPEOMIGATIONS FOR �� / I a it O PROVIDE F.S.RAISED AND KEYTH , PROVVIDEE&LA99 ENCLOSURE. .SEE PLAN FOR BOX IZE. EOROOM 2 al P "MA..ESTIG I.G.B.O.•ER-56T1 OR EQUAL. -I'cLs. '% m $ 51.APPLIANCE FIREPLACE.PROVIDE F.6.(VERIFY B-VENT EXITING N I Ib i!__`a ,mp \Q }' AND TERMINATION REQUIREMENTS)'HE4'fILATOR°-IC.B.O.11MH15514. D.4 41 din I 58 ELECTRICAL SERVICE PANEL.(SEE UTILITY PAW. \ I 4 34..NEY'EL POST. / L \ \ \ �D 40 G .36'H16H 6UARDRAIL FER CBG.SC4. . l _ 41 .34'-35"HIGH HANDRAIL ABOVE NOSING PER B.G.1003.3.3.6 �y,J /HALL 2 1 - \ I 42.LINE OF SYNTHETIC,STONE VENEER SEE ELEVATION. m1 \ I A 49.LINE OF MASONRY VENEER SEE ELEVATION FOR 1EI&W.SEE lJ J I•, Ti, 1 / \ 266 \ SLAB INTERPACE PAN FOR TOE FTC.RETURN DIMENSIONS. / I-� 44.LINE OF r2'WAINSCOT.SEE ELEVATION FOR HEIGHT. j� ILL TYP. I 45.LINE OF WAINSCOT R1RR'6 . ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PAN FOR MORE INFORMATION. 46.PROVIDE I-HOUR FIRE RESISTIVE GONS7RUGTION UNDER STAIRS p AT ENCLOSED USABLE PER CB.C.1003.33.4 m I 17R. / 24 ( \ I 47.LINE OF CRIPPLE WALL ABOVE. U // I 48.FAT SOFFIT.SEE PAN FOR HEIGHT OR DETAIL. / \ I 41 ARCHED SOFFIT.SEE PAN FOR HEIGHT OR DETAIL. 50 FLOOR -.. .ran -..>.O. --2032{/ -. I A� / 27 3O BLED OOM 3 i n 53.LINE SHELF. SEES. AN FOR &HT, .DRAWINGS. J o Fb. F.B. Fb. I i 1 52.GLASS BLOCK. O I w _I } d' OT f1 I 54.RECESSED PLAN N F CEILING.ON FLOOR PLAN FOR SIZE ANDCLO, IN -rL_� LAU 1 1 O m SEE UTILITY PAN FOR ADDITIONAL INFORMATION. i/ ,. 12b G 6 I - I c 55.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. a 56.LINE OF EXTERIOR BALCONY GUARDRAIL.SEE MXV.FOR SPEC. O TOP OF GUARDRAIL SHALL NOT Be LE-55 THAN 36'IN HEIGHT. O x V OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN J U ORNAMENTAL PATTERN SUCH THAT A SPHERE 4"IN DIAMETER LL C C •d CANNOT PASS THROUGH.PER G.B.G.504.5, rA m w Q I 57.PROVIDE DECK DRANN(s)YV OVERFLOW.PROVIDE BUILT-UP O m o gEC,YI&MA7 RIIANLL B(E)HIND DRAIN(5)SO TO DIVERT AATER <O p �I `3046 9.H. 9046 a.H I = 58.IB•TOYEL BAR-H6T.54"ABOVE FIN.FLR. 0 54.24"TOWEL BAR-HST.54"ABOVE FIN.FLR /y u1 R, 60.TOILET PAPER HOLDER-HOT 24"ABOVE FIN.PLR. LIL.(n C 1 O v m 61 .IIOV OUTLET FOR IRRIGATION CLOCK. z ;t 62.GA5 METER LOCATION.SEE SLAB INTERFACE PAN. q 64.2 OPEN 15'OP.SHELVES STANDARD.OPTIONAL 15'DP.CABINET. N 6 5.INSTALL COMFORT WISEiEt�3FsY STAR BRASS PLACi/E ABOVE LIGHT COMFORT v GENERAL PLAN NOTES ALL INTERIOR D G OORS TO BE HOLLOW ORE!3/6"THK.U.N.O. 1 (5EE PAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS N PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 5/5" W Q H THICK EXTERIOR&RAVE.(5EE PAN FOR SIZE). a} Qd J D 3.ALL HOUSE TO 6ARA6E DOORS TO BE SOLID GORE 1 3/8"THK. IL CL SELF CLOSING AND TIGHT FITTING OR A SELF GLO51N6,T15HT- �� p® o (n FITTING DOOR HAVING A FIRE-PROTECTION RATIN5 OF NOT LE55 W THAN 20 MI NITES WHEN TESTED.(SEE PLAN FOR SIZE) m'ITEC' w 2'-9' 3'-0" 3'-2" 6'-II" 7'-0° 6'-II' 4.ALL ENTRY DOORS TO BE SOLID GORE 19/4"THICK.(SEE PAN �.d01 FOR SIZPJ.AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT 12-4" b-IC,' 20-10' TOP AND BOTTOM OF INACTIVE DOOR. �Q2z1t��11� N o Z 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 19/4'THICK p p (SEE PAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE I}ia4-}0 / o 0>rn DEADBOLT AT TOP AND 00770M OF INACTIVE DOOR. t- N- �/ m Q 6.BUILDER SHALL VERIFY W/WINOW MANUFACTURER THAT ALL E56APE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR V, C.)N OPENABLE AREA OF 5.7 SQUARE FEET.THE MINIMUM CLEAR Q =w R 1 OPENABLE HEIGHT DIMEN51ON SHALL.BE 24 INGFES.THE MINIMUM d J w (� NET CLEA OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES FLOOR PLAN AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES mmt L.b Z Q SECOND 1 o O 1\ A ABOVE THE FLOOR.(PER GBC.310.4),AS INDICATED BY('). �I1 H L '"•t WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE L�-� Z �u> BROU&HT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. .W7y I=@l t4 �U)O Y CLSCALE.I-Y-O" O OJ v Q d H a� 4ry m O V y co z o al @ U C1 O I III, t'-lo" QQQQ aaaa aaaaaaa 2"b n n o o _ rl 1/2 JJ IIN I Ol � � V FAMILY i HOBBY IPH. " QQQQ aQQQQQQ plp ROOM 00 _--- wiaT ---- - E01 o O m q m SEE SHEET 2.6 a g qq DINING ELEVATERIOR g < \ L 14'-3"S GL6. q'-I'GL6.AT -GARAGE I - U U OPT. TWO SIDE FIREPLACE OPT, HOBBY ROOM ATR DINING AND FAMILY ROOM -LE I/4'-r-o• AT WORKSHOP 5CALE:I/4"-r-o" z O o F oCL o I I I m z, I I z _.t -<5 Z d C-1 b m W n '= $m 246a i= m 2. S Q EZ o� In n R BA. ° BA. �o o o T 0'-1"GL6. PH. � RiN I T 6'-2" a'-10' 0 6:_2�:LOFT CM N r o 4 BEDROOM -- BEDROOM/4 �i� a-I GL6. / m �Ijd _ -- oo u�m m fn r ° III o r oII� aO�LL� ;LL. cn _.t >� age a a� W 1�W 0 a r F¢ W y'� i Z d. Q �N > m �< Y 12-b" 12-L' Q zQ0 ii �OJv Q NWQjZ r FO E a Q � SCOTT ra Ilyy4��ll�(� OF LT F� WI a^heronce to the � OPT. LOFT OPT, BDRM. 4/BA. 3 OPT, BDRM. 4/BA, 3 = F m P=°d1n19 p 5 ALE:1/1"•1'-O" 5CALE.1---I'-O" 5CALE./4"-I'-O" P 'y AT OPEN SPAGE ABOVE DININ� AT DEN/POWDER AT ELEV. "B" AT DEN/POWDER AT ELEV. "A" e g a t based on y on tB aPple- m 5 ' able E'�W c —d to ry �' C w co d. z o�� ■ UTILITY LEGEND SURFACE MOUNTED GEILIN6 LIGHT FIXTURE ene.o� RECESSED LIGHT FIXTURE HANGING LIGHT FIXTURE a a a a ' \ \ VP RECESSE COVER. PROI LENS (GFCAT HYOROMA55A6E FIXTURE YV �BATHTUBS) WAI..L MOUNTED LIGHT FIXTURE / 22OV.W.P.YN 1 T D15OONNECT r--- - - -- -----.Say---7 P. a He. WALL MOUNTED SCONCE LIGHT �w i W P SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER 4�IMDER Tf. ` /'1 v \ Arp uHVER CABINET LIGHT FIXTURE EAve oUn.� \ \ \� _m NQOIC oPr. \`�l ' eAve ouTLer FLUSH MOUNTED STAIR TREAD LIGHT. a a a a a a a a a a a § RECESSED FRACTIONAL HP EXHAUST FAN, - / SWITCH CONTROLLED \ r 4b' 9.0' tVrly REGER-5ED COMBINATION LI6HT/EXNAVST FAN, m SWITCH CONTROLLED n / \ — RECESSED COMBINATION EXHAUST FAN/HEATER j FAMILY \ INPH \ OPT. SWITCH CONTROLLED HOBBY 120Y DUPLEX CONVENIENCE RECEPTACLE PLUOR )/2� �LUO �1 n - CLE a a a a a 4 a a _LIGHT JHOT 220 240 G IEN C V SINGLE GONVENGE REEPTA �, �7 HOT 120V DUPLEX CON C CONVENIENCE RECEPTALE, +32' I \\.p SyiITCH CONTROLLED,1/2 HOT ELEWGT.OSTART �J� I �1 \ � 120V QUADPLEX CONVENIENCE RECEPTACLE, FLUOR. -ice 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW y O -- I (INCL.INSIDE CABINET OR ABOVE AT CEILING). 01 P. I20V,WEATHERPROOF W DUPLEX CONVENIENCE -.___._ ____ RECEPTACLE / f l 12OV,$ROUND FAULT CIRCUIT-INTERRUPTER(GFGI) DINING /! DUPLEX CONVENIENCE RECEPTACLE 'a I WP. 120V,WEATHERPROOF$.F.G.I.DUPLEX GONVENIENGE RECEPTACLE b \ I x DEDICATED HI$H SPEED PHONE OUTLET I20V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVM u -i{F- SINGLE POLE LIGHT SWITCH - w I / -4" THREE-WAY LIGHT SWITCH 4 � ¢� I � FOUR-WAY LIGHT SWITCH —kRD SINGLE POLE LIGHT SWITCH W/DIMMER CONTROL EXPANDED I j _AI- I- / GARAGE PH. TELL-PHONEJ ACK STJB OUT FOR �x ® -� GA5 METER TV. TELEVISION ANTENNA/GABLE JACK 1 _ L Al c PUSH BUTTON FOR DOOR GRIMES OR GARAGE DEMARCATION BOX DOOR OPENER MEI u) 666 THE ST DOOR CHIMES BA U155 L) „ ENTRY GABLE 16'W X 30'14 I X 61,D IF THERMOSTAT,VERIFY LOCATION WITH HEATING/ICAL O AG LAYOUT S \\ 1HOT/2 / /'/ I ^ \/�F' 9ERYiGE PANEL O JUNCTION BOX,WITH COVER OR ADAPTOR AS Z x N a J-r— \-\ FOR IRRIGATION 746 REQUIRED Q V F V DEN/OPT. J 6 0 0 BI=®RM, V TmBR sov : K - O SMOKE ALARM,IGBO APPROVED,CEILING d v O a \ 1 II WP .\ 84 '. pl 0 MOUNTED,HARD WIRED AND W/BATTERY BACKUP Tv. ;yl_p. ,i O CEILING FAN JUNCTION BOX,WITH COVER OR J O v ----- - -�- -- -- - _ ADAPTOR AS REQUIRED p- R' \ OPi HOLIDAY LIbH � C ' \ 4 UNDER \ y � ---------------�------- EAVE WTLEr� 0 LIGHTED ADDRESS SIGN VISIBLE FROM STREET) _ %OPT.LI$HT5 ` -—'— OPT LI$HT9�'� J (LOW VOLTA6W TIED TO PHOTOCELL. A/PHOTO CELL \ / N PHOTO GELL'�` ,\AT-�"LI&HT .\ /' AT.84 LSH I -�--© VACUUM LOCATION. OPT. '-'�./�✓ DEDICATED CIRCUIT FOR VACUUM SYSTEM QyyiiQ 20 AMP.MIN. SECURITY SYSTEM MASTER UNIT W F CV F> tV wQ \ / _ FL NO, IN(IF OR AREA DRAIN(AD), <� F Z Q d 0 \ / SEE ELEVATIONS FOR EXACT u- K�By 0 J \ / O ROOF DRAIN(RD) p LOCATION OF LIGHTED cn ADDRESS SIGN. IWU n Ii6 HOSE BIBB(HB) ' p a LLS�7 ( ®! +-\-HB HOSE BIBS WITH SHUT OFF VALVE(HB/5OV) p ")u�1 � (D N N ANT O Z 4-+ FUEL$AS OUTLET(PS) Q / ® J m O - LOOSE KEY VALVE(KEY) g��TuI� �cc = m UN Z WATER STUB OUT FOR FOR ICE MAKER e m Q g< � V,J I U - SURFACE MOUNTED FL.WRESGENT Nu U I�i}}* +•�� LIGHT FIXTURE a�BF Z a Q E1RST FLOOR UTILITY PLAN --- � ����� � 00U)o "• GENERAL PLAN NOTES: Qg>}H �2°;;� Q ZQo I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND40 _ BATHROOMS SHALL Be CAPABLE OF PROVIIN¢.@�IRd �✓E CHANGES PER HOUR. G.B.G. f'f 3. F KKK 2. PROVIDE LISTED NON-REMOVA,4A-,T m-5AGK PLOYf a'E9 INC 0. PREVENTION DEVICE AT ALL HOSE 5I5155 C C 60347, 4�r1 3. SHOWERS AND TB-SNOY'Y.R COMBINATIONS SHALL-Be PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.G 420 az 4. ALL BRANCH GIRGUITS THAT SUPPLY 1 D VOLT,SINGLE PHASE, ' b. NEW FLUORESCENT MANS BY LITHIONIA LIGNTIN$(GKP-6 T WITH IS AND MS SHALL OUTLETS INSTALLED IN DWELLING UNIT -� SMOOTH PND TRIM KIT AND SOOOKELVIN GE BUL85.AT BEDROOMS SHALL BE PROTEGT'ED BY AN ARG-FAULT CIRCUIT KITGNHN AND BATH. INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE x w BRANCH CIRCUIT. N.E.G.210.12 0 M z U N 'T. PROVIDE GAT.5 PHONE WIRING AND R X.G b COAX GABLE FOR o 'p,,.1 T.V. S. PROVIDE 25'-0'LONG W RESAR FOR GABLE/PHONE AND 20'-0' x o LONG COPPER FOR ELECTRICAL GROUND PER GE.G.9EC.250.61 cod. o U m I UTILITY LEGEND ',, SURFACE MOUNTID CEILING LIGHT FIXTURE ionaio2 RECESSED LIGHT FIXTURE HANBIN&L16HT FIXTURE a a a a VP. RECE55ED LIGHT FIXTURE✓V VAPORPROOF LENS OPT. DECK COVER. (GFCI AT HrDROMASSACE BATHTUBS) +¢- WALL MOUNTED LIGHT FIXTURE WALL MOUNTED SCONCE LIGHT SURFACE MOUNTED\ L16H !��� FLUORESCENT FIXTURE/UNDER FLUOR. ' .HOT --------------- � ,j / �L } V -- — CABINET LIGHT FIXTURE PLUSH MOUNTED STAIR TREAD LIGHT. QQQQ QQQQQQQ _� RECESSED FRACTIONAL HP EXHAUST FAN, I - - SWITCH CONTROLLED « i AN BATH / II REGESSW COMBINATION LI&HT/£XHAUST FAN, n I SWITCH CONTROLLED h 1 MASTER \ ✓U �./// ' RECESSED COMBINATION EXHAUST FAN/DATER BEDROOM I ( — yVy yH I 5WIT0H CONTROLLED CLOSET/ 120V DUPLEX CONVENIENCE RECEPTACLE M& 220 240V SINGLE CONVENIENCE RECEPTACLE a a a a a a a a a a a � 1/2 120V DUPLEX CONVENIENCE REGEPTAGLE, ------------------+ ® I I I - HOT SWITCH CONTROLLED,1/2 HOT + 120V OUADPLEX CONVENIENCE RECEPTACLE, e ic 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW N (INCL.IN51DE CABINET OR ABOVE AT CEILING). o 5 c on WP. 12OV,WEATHERPROOF DUPLEX CONVENIENCE _ REGCPfAGLE q q�'.1FInOT 1 / BA. 2,4 120V,&ROUND FAULT CIRCUIT-INTERRUPTER OPT. LOFT / _ � \ 1 DUPLEX CONVENIENCE RECEPTACLE pLUdiz - AP. I2OV,NEATHERPROOF&.F.G.I.DUPLEX CONVENIENCE OPEN To `•-/ u6Hr ' RECEPTACLE w BELOW kl 7 -) .-+ Bt=DROOM 2 / H5. D®ICATED HIGH SPIMD PHONE OUTLET F 6Q 120V FLOOR TYPE DUPLEX RECEPTACLE,W/COVER ALL �1 51N&LE POLE LIGHT SWITCH -+-- 1 iHALL ice_ , �\ �F1- THREE-WAY LIGHT£WITCH -_1 O 1H4 FOUR-WAY L16W, SWITCH b I D N it I -tp-D 51N6LE POLE LIGHT SWITCH YV DIMMER CONTROL PH. TELEPHONE JACK 1/2 + TV. TELEVISION ANTENNA/GABLE JACK Z _HOT J PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPENER BEDROOM 3 LlAU I P« _ •N DOOR CHIMES THERMOSTAT,VERIFY LOCATION WITH HEATING b g o i AG LAYOUT m C JUNCTION BOX,WITH COVER OR ADAPTOR AS V'—0 - _ REQUIRED OO U O5 SMOKE ALARM,IGBO APPROVED, ,CEILIN W m MOUNTED HARD I 0 w �, W RED AND Y'V BATTERY BACKUP v Z O CEILING FAN JUNCTION BOX,WITH COVER OR 0 x a ADAPTOR AS REQUIRED Lil p, p CL r i LIGHTED ADDRESS S16N(VISIBLE FROM STREET) z z F rz (LOW VOLTAGE)TIED TO PHOTOCELL. VACUUM LOCATION. pp VG DEDICATED CIRCUIT FOR VACUUM SYSTEM Y Q 20 AMP.MIN. QIU p ppI ` SECURITY SYSTEM MASTER UNIT (V WZF N FLOOR DRAIN(FD)OR AREA DRAIN(AD), AS NOTED J� of o O ROOF DRAIN(RD) p U1 m m (f) fIB HOSE BIBS(HIS) o Q A 0 u- c/�) J HE NV HOSE BIBB WITH SHUT OFF VALVE(HIS/SW) 50V Q�$~ZwW w N 2 LD�NW J E z FUEL GAS OUTLET MS) a LL}o O >bOi O J LOOSE KEY VALVE(KEY) O~ �� QN Z IL 1Ugy1 w` Un —O WATER 5TUB OUT FOR FOR ICE MAKER 1) ZOQ �✓ _!n M Q v7� SECOND FLOOR 1 c`___'''I BU HT FI>MOUNTED FLUORESCENT -�) UTILITY PLAN 11v' _ LIGHT FIXTURE m m 1 L/ ♦,i SCALE V1"•I•-O" -x ����� � � '0O a GENERAL PLAN NOTES: �— � � I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS ANDN~ � ',. BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHAN6E5 PER HOUR. 6 a C.12o3 _ Z 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW - G PREVENTION DEVICE AT ALL HOSE BIBBS GP"C'.'�o93' "'F-J ItiC IFU �JY 3. SHOWER5 AND TUB-SHOWER COMBINATIONS SHALL SE.. r m PROVIDED W/INDIVIDUAL CONTROL VALVEB OF THE,,,, -- ere '. PRESSURE BALANCE OR THE THERMOSTATIC MIXING A VALVE TYPE G=.G 20 g P <Z 4. ALL BRANCH GIRRE O THAT SUPPLY 125-VOLT SINGLE PHABE B. NEW PL.UOREBGENT CANS BY LITNONIA LI6NTING(GKP-62)WITH 15 AND 20-AMPERE OUTLETS INSTALLED IN DUELLING UrHT � M c07 w SMOOTH WHITE TRIM KIT AND SOGOKELVIN&E BULBS.AT BEDROOMS SHALL BE PROTECTED BY AN ARG-FAULT GIRGVIT O F, KITCHEN AND BATH. INTERRUPTER L151ED TO PROVIDE PROTECTION OF THE ENTIRE n Z�Z BRANCH CIRCUIT. \-EEc �1a!:2 Lo 'f. PROVIDE GAT.5 PHONE WIRING AND R6 6 COAX.GABLE FOR T.V. 5. PROVIDE 25'-0'LONG 04 REBAR FOR GABLE/PHONE AND 20'-0• z O T LONG COPPER FOR ELECTRICAL&ROUND PER GEC.SEC.250.81 eld. U m _ INTERIOR ELEVATION NOTES sl2" +12" =+24- +25" :o-:oe KITCHEN SINK WITH 6ARBA5E DISPOSAL. y 24 29 2<i 2B 2.OPT.30"DEL.OVEN. 3.REFRIGERATOR SPACE. 4.30"COOKTOP W 36"M (V METAL HOOD ENT TO OV751DE AIR) 5.36'MICRO/HOOD COMBO.(VENT TO OUTSIDE AIR). b.30"EUILT-IN OVEN OR MICRO/OVEN COMBO 50" 7.DI5HWASHER SPACE. a a a a 8.TRASH III AC SPACE.—Ill Q 9.RECYCLEE BIN BIN S SPACE. 4 4 n 1 O.WARMINS DRAWER SPADE. l0 hl I .CABINET DOORS WITH 6LAS5. OPEN TO NOOK 12.TOP AND SPLASH. 13.TOE SPACE. 12 4 ;Q •4 12 !� I b I 12 14.SOFFIT.(5EE ELEVATION FOR DEPTH) 1--1 15.WINDOri. 1 6.WINE COOLER SPACE. ,4 1 T.FI)®PANEL. S.PRE-PAB WAINSCOT. $ a 1 9.TILE WAIN5C0T. aaaa a a a a a a a 7 20 MEDICINE CABINET - B 21 .MIRROR(SEE ELEVATION FOR HTJ 22•VANITY SPACE. 23.5HATERFROOF ENGLO5 E. 24.CURTAIN ROD. GLR '-3°GLR y-0"GLR 25.BANJO TOP AND SPLASH. L DI9 26.WOODTOP♦24" �24:, VERIFI' VERIFY ISLAND 24" VERIFY 2' UNDER COUNTERREFRIGeRATOR9PAGev 28.BASE CABINET.(SEE ELEVATION FOR DEPTH) Kt7CHEN 30.FACE FRAME CABINET.(5EE ELEVATION FOR DEFTo 29.UPPER CABINET.(SM ELEVATION FOR DEPTH)OPTIONAL UPPER SCALE:3/H"= I'-0" 32.LAUNDRDESK KYSI AGE. a a a a a a a CABINETS TO BE 33.VENTILATED SHELF AND POLE. 4b" HIGH. 34.WET-BAR SINK, 3S.WINE RACK. +IS" OPT.+I2�' 36.BUILT-IN SHELVES.57.9MIT7Y PAN. 29 T A _ NOTES: w� _N 0 k F�F r CABINET DRAWINGS ARE FOR SCEHMATIC USE ONLY.REFER TO 2 S en C BUILDER SPECIFICATIONS AND 9F10P DRAWINGS BY CABINET s� _ Q MANUFAG'NRLI¢FOR fiJRTHER INFORMATION. o� a m 21 t 21 1 VERIFY ALL FIREPLACE GLEARANGE$TO COMBUSTIBLE MATERIALS WITN THE FIREPLACE CHOSEN BY THE BUILDER AT THE TIME GONSTRUGTION/INSTALLATION. in m 1 P1 O1 25 7 Q 25 n r 32 12 p �_ O MIN. 3,-m' �m� 6 I OElE m EIEZI La--ll I f /A H l--1 jy �21" 2B 13 13 2 i2� 25 19 �� 19 2S MASTER BATH BATH 2 BATH 3 AT OPTIONAL BEDRM.4 POWDER LAUNDRY LAUNDRY SCALE:3/6"•I'-O" 51-ALE:5/15"-1'-0" SCALE:3/b"= 1'-0" 51-ALE: 3/6"= 1'-O" SCALE:3/5"=I'-0" SCALE: 3/8"= C-O" Q W J (n� O O Ld o r>V) $ rn Ld = 6 m W(n U F v Z,Z W a o LL <O 1 2 J� OPEN TO OPEN TO DINING DINING ROOM . ROOM Q 36' 0 iv Box eo m Cn J 5-g1� Y°�C7 p >a 6 �i W N FAMILY ROOM FIREPLACE OPTIONAL 2 SIDED FIREPLACE LL � QID Nw� U WALZ me .ro 'SAT DINING SCALE.3/a v o" �' (� -'a z Q zI Q_w m oo Y yq <F pL- W <'q G �IT 1y�;Na�� ed ... gy61 v Ze PPII z G�l � 0,c c,s O C GW i� ■ O U � m r D i SECTION NOTES lonaro� I FASCIA BOARD.SEE ELEVATION. 2 BARGE BOARD.SEE ELEVATION. 3.EXPOSED RAFTER TAILS. 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF SHEATHING. 4 6.DESIGNED WOOD ROOF TRUSSES. 1� T - .HEEL STAND TRUSSES. a a a a 5 2 S.HERDER TRUSS. 4 . 9.2X ROOF RAFTER. 6 f 4 O.2X ROOF JOISTS. 11 ,2X GEILEN6 JOIST5. 1 1 2.RIDGE BOARD/BEAM. TEE �ILUSH BEAM. , III, III 2 14.5.DROPPED BEAM. TOP PLT. 15.HEADER TOP PLT. - .. _ TOP PLT. TOP PLT. 16.IX OVER 2X TOP PLATE AT NON-BEARING WALL. i T DOUBLE 2X TOP PLATE AT EXTERIOR 4 BEARING WALLS. 46 4T 7MB 11 I IS.2X FLOOR JOISTS. 8 i 9.DESIGNED FLOOR TRUSSES. 2 20.FLOOR SHEATHING. a a a a aaaaaaa _ MASTER WgLK IN \ 2 .61.FLASHING(ROOF TO V(ALL) MASTER BEDROOMCLOSET ;� 2 2.G.I.FLASHING AND SADDLE/CRICKET. m BEDROOM HALL 2 LAU Q m . 23.EXPOSED BEAM. 24.2X SOLE PLATE. n 14 20 24 25.2X P.TD.F.SILL PLATE. n 26.2X4 STUDS. 1. 29.2X4 CRIPPLES. 1 FIN.FILM _ _. '�__ FIN.FLR. FIN.FILM. _ FIN.FLR. 29.2X CEILING FURRING. TOP PLT. (---tj� :1��tic TOP PLT. TOP PLT. TOP PLT. 29.2X BLOCKING. a -- 30.2x6 STUDS. m 8 3 I .P HEIGHT. POW WALL SEE PLAN FOR HE 6H STRUCTURAL CALCULATIONS AND GENERAL NOTES. ®a a a a a a a a a a 52.BALLOON FRAMED WALLS.SEE ST¢UGTJRAL FRAMING PLANS, '., 33.(3)2X STAIR STRINGERS. 44 34.PLYWOOD TREADS AND RISERS. 35 WINDER STAIR FRAMING YV PLYWOOD TREADS. FAMILY DINING ENTRY FAMILY KITCHEN WORKSHOP/ Q 36.RIP 2X DECK JOISTS FOR 1/4"PER FOOT SLOPE. OPT. HOBBY 3-7.ELASTOMERIC DECKING OVER PLYWOOD 5USPLOOR. INSTALLED TO MANUFACTURER'S 5PECIFICATIONS. O 38.2X "NAIL SPACED"DECKING. rn �Fft 39.CONCRETE FLOOR SLAB. m 40.36"HIGH GUARDRAIL PER GS.G.509. _FIN.FLR. FIN.FLR. FIN.FLR. 4 1.34"-36'HIGH HANDRAIL ABOVE NOSING PER G.B.G.I0039.5.6. w� C 42.FIBERBATT INSULATION-SEE ENERGY COMPLIANCE SHEET. 43.EXTERIOR FIN15H,REFER TO ELEVATIONS. ,y 44.EXTERIOR SOFFIT(SEE ELEVATION). a -o 45.SHELF,1/2"GYP,BOARD OVER 3/6'PLYWOOD. SECTION D SECTION 46.PROVIDE 5W C FIRE RESISTIVE GO STREZ.I TIOOSN.UNDER STAIRS AT ENCLOSED USABLE SPACE PER v SAY TYPE'X GYPSUM BOARD WITH 6D COOLER NAILS AT'I'O.G. SCALE:1/4"-1-0^ SCALE:1/4"-1-0" 4'1.5/6'GYPSUM WALL BOARD 45.1/2"GYPSUM WALL BOARD _ 4-R.FIRE SEPARATION BETWEEN HOUSE 4 6ARA6E TO BE 5/5"TYPE'X"GYP.BD.W/bd COOLER NAILS AT 9"O.G. 50.FIRE SEPARATION BETWEEN 2ND.FLR.4 GAR.CL6.AND WALL5 SUPPORTING 2ND FLR.TO BE 5/6"TYPE'X"GYP.BD. ( 1 ATTIC F.A.U. NOTES I 10,1„0= 1, FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC,OR IN A FURRED SPACE, 2. FURNACE SHALL BE L157ED FOR USE ON COMBUSTIBLE FLOORING. S. ATTIC OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF PURNAGE. 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY. S. FURNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC o0 OPENING. 6. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"x 30'MIN. O 6 N d IN FRONT OF EQUIPMENT. 12 COLLAR WHICH IT SERVES. �• VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HIGHEST VENT s:. m --. ,.,•: 6• FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Z Vs RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY 50 1u 41. 4INSULATION BENEATH WILL NOT BE COMPRESSED. C) O TOP PLT, TOP PLT. TOP PLT. tt ft it �.,. TOP PLT. GENERAL SECTION NOTES �`� z ` 44 I. REFER TO STRUCTURAL ENGINEERS DRAWINGS,DETAILS AND NOTES FOR INFORMATION NOT SHOWN HERE. pp } 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN Y M. BATH BA. 2 BEDRM. 3 D.4 BDRM. 2 m HERE. > a Q S. SECTIONS REFLECT THE"A"ELEVATION U.N.O. <F N 4. ROOF SLOPE(5)AND OVERHAN6(S)MAY VARY PER ELEVATION. W z TF I -_ « I 1 REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH d d} FIN.FLR. ` I FIN.FLR ELEVATION FOR MORE INFORMATION. d i� d Q o � TOP PLT. ... TOP PLT. - r I I TOP PLT. W m N d,1 1 h \ S. TYPICAL DIMENSION FOR A HEEL TRUSS. g J _ �\ (DIM.FROM TOP PLATE TO THE TOP OF TOP CHORD). 1 VLL o (n ,� GARAGE ° LL � o PROVIDE A I-HOUR FIRE RATED OGGUPANGY 15 'µ r. 0 SEPARATION BETY'l�.1 DWELLING AND GARAGE 34 2 K�'}H >m T AND TABLEAS T E 5 OF THE CALIFORNIAIF BUILDING 3. el = TOP TE FW*Illd H Q V NOOK KITCHEN CODE FOR GROUP R DIVISION 3 AND GROUP U V P R. GARAGE \\ S �Ff~� DIVISION I OGGUPANGIE5. S5 o w U N Z STRUCTURAL MEPHERS SUPPORTING HORIZONTAL 46 �'� Lp A�` T W OCCUPANCY 5EPARATION SHALL COMPLY WITH 13q I (II W V IZU d W J_w I ti SECTION 502.2 OF CALIFORNIA BUILDING GODS. 1 !-1 q'nuu11 wIu}'}' f�pyyi'�� -� FIN.FL T.O . FIN.FLR. T.D.G. Z R A 'A m 7 F W i Z a 2QW 00 �[ U Wd<F ZZ SECTION C SECTION A SCALE:I/1"-I'-O" SCALE.1/1"=I-O" ,II ILid g A, Z Da r 0 U� O ELEVATION/ROOF NOTES I. 2xb FA5GIA,SEE DETAIL lonaio2 2. 2x5 BARGE,SEE DETAIL. 3. 3 xb EXP05W RAFTER TAILS rV SHAPED ENDS,SEE DETAIL. NOTE,ALL RAFTER TAILS TO BE EG UALY SPACED.FRAMER TO COORDINATE WITH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLA5TER SOFFIT.0/EXPANDED METAL LATH. SI I)7. EXTER:OR SIDI",SEE EXTERIOR FINISHES NOTES. a a a a I 4 b. EXTERIOR&RAPE PLYWOOD SOFFIT. D.I D.5 9. TONGUE-AND-GROOVE SOFFIT. 10. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER EXTERIOR&RAVE PLYWOOD OR MD.O.BOARD. .________ ________y 11. EXPOSED WOOD CORNER TRIM,SEE EXT.FIN15H NOTES. ___________ __________ Db 33 12. EXTERIOR&RAVE PLYWOOD OR M.D.O.BOARD, X 15. WOOD LATTICE O/EXPOSED PLYWOOD OR MD.O.BOARD. 14. FOAM TM,SEE ELEVATION FOR SIZE. il �v1' 4 P i I 1 S 14 RI I5, E MOOD TRIM ,SEE ELEVATION FOR SIZE. 1 y 17.1 I , 14 3 Z ! Ib. BUILT-UP"CURVED"PLYWOOD TRIM OR MDO.BOARD. -1 i 5 IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. a a a a a a D.I 1V TOP PUT. 15. POTVH P,SEE DETAIL. I `- TYP. TOP PUT, - - -- - - -- - - - - -- - - - _ 19. PROVIDE 6.1.FLASHING,AT ALL EXPOSED WOOD TRIM. 1 3 1 20. CONTINUOUS 6.1.EXTERIOR PLASTER 5GR�D,SEE DETAIL. 4"X6E" 1 Q 8 21 CRICKET 21. FL b.l.FLASHING ROOF TO WALL. I AREA I IT 23, APPROVED TERMINAT ASH KS AND ION CAP A/SPARK ARRESTER FROMLi RIDE II FIREPLACE MANUFAGTU2ER. D,3 14 24. MASONRY VENEER. 1 ROOF LINE j = 25. THIN-SET MASONRY VENEER. j 1 BUtLDtT1& __________ ___ ___ b m 26. SYNTHETIC STONE VENEER.I.GB.O.N XXXXX •� ', D.1 27. SHAPED FOAM CORBEL,SEE DETAIL. s 1 29. SHAPED WOOD POST(SGORSEL,SEE DETAIL. � A I urn a �W -� �1-- �� QQQQ QQQQQQQ > PIN.FLR l/ L� PIN.PLR. - - - - - - 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. TOP PUT. _ _ i TOP PLT. 31. MANUFACTURED COLUMN. PRECAST ONENT/TRIM,SEE R2b S3. DECORATIVE FAL5E TIL.M VENTS S DETAIL.SEE EL R ELEV.FOR.LOCATION. \ i 4 34. METAL RAILIN&,SEE DETAIL. I I � 35. WOOD RAILING,SEE DETAIL. Ip e _____- I ._ _ 36. DECORATIVE METAL,SEE DETAIL. In9 r-- ---1 W Wd o 97. EXTERIOR PLASTER RECESS,5BE ELEVATION FOR 05 4q 5 LOCATION,DEPTH AND SIZE OF FINISHED OPENING. D.I .I_ -�' v 35. 6.1.SCREENED i LOWERED'&ABLE END VENT w 9 F& R P H "r ----- SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQ'D. '� I I '� ATTIC VENTILATION CHART FOR MORE INFORMATION). t,_________ __________ _..b 39. 6.1.5GATION 'ROOF"AIR VENT.(SEE INFORMATION). ATTIC a $ $ '2•'I i N g ! VENTILATION CHART FOR MORE INFORMATION. 1 G 40. DECORATIVE VENT/LOUVERED BOARD,SEE I I ELEVATION FOR R SIZE SIZE AND LOCATION. u o I PIN LR _ _ _ _ _ _ _ __ __ __ _ _ _ _ _ _ _ _ _ FIN.FLR. 4 1. 6.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD 41AREA-2 VERIFIED. D "------------� v 42. LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. N �� AREA-3 D5 Ib 43. LINE OF MASONRY VENEER SEE ELEVATION FOR HE16HT.SEE 4 SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 7 44. LINE OF.2"WAIN T.SEE ELEVATION FOR HEIGHT. - 45. LINE OF WAINSCOT FURR'5.SEE ELEVATION FOR HEIGHT.SEE ROOF I- FRONT ELEVATION SLAB INTERFACE PLAN FOR MORE INFORMATION. ^^ 46. G.I.RE6LET FOR COLOR GOAT CHANGE.PLAN � 47. MECHANICAL TUB AGGE-55• • PANEL,CORRO510N RESISTANT, VERIFYLOCATION. SCALE 46. LINE OF INTERIOR CEILING OR INTERIOR WALL. 49. LIGHTED ADDRESS 516N. REFER TO BASIC PLAN FOR EXTERIOR FINISHES p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE, NOTES, DIMENSIONS, AND ALL EXPOSED WOOD TRIM,PLYWOOD,5HUTTER5,P05T5 AND CORSELS TO BE RESAM INFORMATION NOT SHOWN INSTALLATION/A55EMBLY.NO AND PRIMED PRIOR TO HERE INDICATES 5MOOTH 5TUGC0 FIN15H - ROOF PLAN NOTES oao= Qz m o C j INDICATES 4.12 SLOPE UNLESS NOTED OTHCRWISE NOTE: ALL EXPOSED RAFTER TYPICAL RROON POFIFINN6 TO BE GONG.'S'TILE >a TAILS TO BE EQUALLY SPACED. £'YYPICALL ROOF OOVERHAN6 AT RAKE CONDITION TO BE 12" ZwO UNLESS NOTED OTHERWISE ON ROOF PLAN. FRAMER TO GOORDI NATE TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" UNLE55 NOTED OTHERWISE ON ROOF PLAN. ZO p co WITH TRUSS ENGINEER. REQUIRED ATTIC VENTILATION Er'Q N -9 THE ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.3 A5 FOLLOWS, (A)ATTIC AREA(SQUARE'FEET). (5)DIVIDE W BY 300 AMID WLTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTIN&AREA IN 5QF/ARE INCHES.DIVIDE TOTAL BY 2 TO SET THE NET FREE VENTING REQUIRED BOTH HI&H AND LOW. Q .AREA DIVIDED BY 150(1al&H AND LOW VENTING NOT USED) } a (C)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED W K r-p CV BY SABLE BE END ATTIC VENTS.(SEE LOW FOR MIN.SO.IN.OF W dd yy N A FREE ARE FOR EACH VENT) ® .&ABLE END VENT RO W Z F (b)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED 4)) d� BY ROOF AIR VENTS.M5 90.IN.OF FREE AREA MIN.EACH VENT) aILHppL ppd O E -HISR VENT�.LOA VENT ©-*AREAS (Pa TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED riQ$w W BY UNDER SAVE VENT BLOCKS.(12 90.IN.OF FREE AREA MIN.EACW 11111 O WENT BLOCK AT TRUSS BAY IWULJL a)(F)TOTAL SQUARE INCHE5 OF NET FREE VENTILATING AREA PROVIDED J~ �� U N a }° c ® >° O m�� PLAN A EL G i D E P Om,� m z� N Ic 0 6neLE elp eo,ve roTu. e1 'n Q "I A" n.-. veNnr� vcNTs oeRMER v�Ts vedrs vR�ovn� Ip Wa,��Q Q_ (Lli.I'rJ(Ofi.IHU (GC,.IN) (gp.INJ (9m.INJ l�.IWW W Ili .« rwAiea.ea" rtloH N95.95 �+AREA-1 1640 wA lIs5 . ;n i ow NZ W my}H L o� z-QN^vhO Q z Z AREA-2 204 Hl- (AS.- m S)12. as QB (a/ E ' O OAREA- 24 23 WA WA 48 NOTES: I. NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ONF ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM"REOUIRED VENTING"AS LISTED ABOVE 15 PROVIDED WHENd��d�Hnnnf K FREE VENTIN&FOR INDIVIDUAL VENTS 15 DIFFER-ENT THAN ABOVE. a 2.ALL VENT OPENINGS SHALL BE COVERED VV 1/4"CORROSION City Of Lake El RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4'THEN THE Division sinomYai NET FREE VENTING AREA OF VENT MUST Be INCREASED TO ALI:OkF.I. _ pienuing FOR REDUCED AIR FLOWJ ; 3.FRAMER SHALL Be RESPONSIBLE FOR COORDINATING W/TRUSS:- f-7 TO AC4,01-N DATE ALL ATTIC VENTS - ApprovedBY' - 4.ALL VENTS SHALL.BE INSTALLED 50 AS TO MAKE THEM A WREATH®¢-PROOF AND WALL MOUNTED LOUVERS SHALL BE Y,I AND FLASHED WITH"MOISTOP"IN THE SAME MANNER PRESCRIBED z FOR WINDOW INSTALLATIONS. N cQi PROVIDE APPROVED INSULATION DAMS(BAFFLES)WERE VENT BLOCKS oco ARE USED BETY'SEN ROOF PRAMING MEMBERS TO FREVENT VBiT HOLES FROM REINS BLOCKED BY INSULATION. O N m b.LOCATE VENTING MINI?-UM 3'-0"VERTICAL DISTANCE ABOVE SAVEAVe V@179. 7.PROVIDE ACCESS AND VENTILATION PROM CALIFORNIA PRANED AREAS m m TO ADJACENT ATTIC,SPACES.REFER TO 9TRUCTUAL DRAWINGS FOR O FOR SHEATHING PENETRATIONS. NOTE: ALL EXPOSED RAFTER TAILS TO BE EaUALL r SPACED. - FRAMER TO GOORD I NATE a a a 4 I „ 4" W I TH TRU55 ENO I NEER. Be 2 ® .2" 8 aaaa aaaaaaa A TOP PLT. _ TOP PLT. TOP PLT. TOP PLT 24•X'I '- _ � n 1 IT 21 � 1'1 F 7 _ 4 r 4 IB _ _ _ __ as as a`V a I FIN.FILM. _ _ FIN.FLR. FIN.FLR. _ _ _ _ _ _ _ _ _ _ _ 14 J--t FIN.FLR. TOP PLT. - - - TOP PLT. TOP PLT. TOP PLT. Ir A IXI 5 ___D�_ -- _ __ _____ _______ ________ _`/ER FY LOCATION LINE FENCE ____ _______ N H DS _ oD E' AT 6 V T Q a i g 9 II b FIN.PLR. _ _ FIN.FLR. FIN.FLR. _ _ _ _ __ _ _ _ _ _ _ _ _ _ d 12 4 2O U REAR I-A LEFT I-A 9GALE I/4""I'b' SGPL � d I� a w g g d � Zx o 7 o 14"X24" Z O 2 pWj m m � m O j>H o o e < JW � It LLwJ z env z rz I 2 .2" TOP PLT. TOP PLT. ,Q 21 3 IT j _ aQ< p �. LL- FIN.FLR. - - - - - -- - - - - - - - -- -. - - - PIK FLR. JpEJi��I�I LL �V = d1�QWm roP PLT. TOP PLT.__ _ a a Y}Nl o ® > Q a J - - - 111_ _ FF md ____________I III ___III III Wa!�`WQ JJ U ..61NE cf FENCE` .4449IlON- -- - LIl----I�---114---- 1i1---'il-- K�� 6V '� 3cl'`I.�n P� 5 Ilj a m a ELE Co�d. Opp Z�QF�Z FIIyi�a" T.O.G. FIN.FLR. Q<rO a Em d� - l�yNa ppp SCOT .� a lo- 71 _ CCA?E RIGHT City Of Lake Elsinore I—A ' �r► A n�e^i11Y8(hsi�: a Se nm P n ScnLE I/4'•I'-0 y . p Y O O f V Approved By: 0 ■ o l 0 a a a a - - - --- - ---- -- - - -7 aaaa aaaaaaa NOOK H FAMILY OPTHOBBY J 10 I OlO KITCHEN 1 W J- 1 o ---- ---- DINING o li o _ ❑ 11 - = f EXPANDED - HALL I GARAGE I m _ ----- - z / ENTRY w � o 0 / I m a DEN/ PT.\ - -- - „ Z o � BEDR 4 d , pp -- t �y U- a _______________________ - I iV 9..L L.L Z N Z/k!3 F Cs ------------ 43OWSK I - a --- ---- wi� N Qa o up o 2'-9" I w m 0cn J 4'-0' W-8„ 4,,0' 4,-0„ '=,_T„ 16'_2' 2,_1. ,■ oJF-zFJ LL W N 40-0" 2` �r ® m m V p H wUN Z W M �� Q N ^ U FIRST FLOOR 4DDENOUM 3 aw °C 00 � �a« , 3 Z�o aY a RLTER TO BASIC PLAN FOR 2 W �W a f _ NOT ,DIMENSIONS,AND l p< w ES 0 INFORMATION NOT SHOWN a< F- HERE FOR PE,`T 6SSUANCE LL' SCOTT FAZEKASs ASSOCIATES,INC B,Ka t BY —DATE dIi O pp wr 7.� e pars have besn r: „ed for atlherence fo the Y Wr �' � ran-_ f a a �"l�.ng perms pandlrg y-uncles. a o f'— of o m t based on 6 c Z a,,J1d fo v a 57� apP cablej-pro—ions of�ch ^ �j �z 4-21 OPT. DECK II I II C ------ -----It't /}____________________ X v I — I I 'MASTER // ♦ I ! I n n I i BEDROOM M BATH I I A A v(// I I I <<<<< Q �I EW I I OPT. LOFT // \ I a ,�,. OFrzm TO BELOA g b, . BEDROOM 2 q I V /HALL 2 i� \\ I / / BED`ROOM 3 UJI \ S LAU 3P�6 3046 9F1. \ I Q Z LLJ --- ------- --- --- \< '— CLva z ziFl � R n <Q c�;a a~� N wz4 CV aQQ o IL �g 8m cn y tt m< 0 11uuKw�1tI � � wUN Z 1111��N�C Oct Uj yUjW p'� (D SECOND FLOOR ADDENDUM B _� °° coo " SCALE I/1"=I'-0. Q }Q 0 I- O O m dFZ REFER V I BASIC PLAN FOR NOTE DI S, MENSIONS,AND RU INFORMATION NOT 5HOHN Q FOF F'. .'...,.-;ANCE JS SCOTT FAHh., &., JCIA7ES,INC Ida IR c t o� r O —< y tc, 2 z ■ tl. O G.v x o� r � V m O ELEVATION/ROOF NOTES 1. 21 8 FASCIA,SEE DETAIL. loiwio2 2. 2xb BARGE,SEE DETAIL. 3. 3 xb EXP05W RAFTER TAILS YV SHAPED ENDS,SEE DETAIL. 1 NOTE,ALL RAFTER TAILS TO BE ECd1ALY SPACED.FRAMER TO COORDINATE WITH TRUS S ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. !A DIiGT K\ Db 23 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. (OPT.ONLY; b. a a a a (I)GOAT STUCCO .BO.O SYSTEM I.G M XXXXXXX EXTERIOR SIDINI6,SEE EXTERIOR FINISHES NOTES. 8. EXTERIOR GRADE PLYWOOD SOFFIT. 0.1 D.5 q. TONGUE-AND-GROOVE SOFFIT. 10. SPACED x VERTICAL WOOD TRIM AT XW O.G.OVER /��, EXTERIOR GRADE PLYWOOD OR MDA.BOARD. _________________ I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. ----- ----- -/ 12. EXTERIOR GRADE PLYWOOD OR MDA.BOARD. i' I 19. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. Q I / I4,FOAM TRIM,5EE ELEVATION FOR SIZE. IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. 16. BUILT-UP"CURVED"PLYWOOD TRIM OR M.D.O.BOARD. a a a a a a a a a a a-1 .I 1 IT DES /' D3 14 I-I. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. K I TOF PLT. / TOP FLY. Ib- POTSHELF,SEE DETAIL. 3 I I q. PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. .I I 20. CONTINUOUS 0.1.EXTERIOR PLASTER SCREED,SEE DETAIL. ` H"X65'I F 2 21. 6.1.FLASHINl6 ROOF TO WALL. R 22. 6.1.PLA5HIN&AND SADDLE/CRICKET. M 23. APPROVED TERMINATION GAP NV SPARK ARRESTER FROM I J=� RIDGE I M �•_ ____ II /, FIREPLACE MAWPAGTURER. 4 ?e114 24. MASONRY VENEER. k 1 I j ROOF LINE ;'., pry1 S 14 AT SOFFIT T 25. THIN-SET MASONRY VENEER. 1 i W sw-v N6 IS ---- 21 ;q 26.SYMLTH4ET4G STOW£YE4lE£R.4.G.8.0.• XXXXX T LIB - J 21 T b -- ____ _ ___ __ •I 27. SHAPED FOAM CORBEL,WE DETAIL. D.I _ PIN.PLR. 20. SHAPED OOD CORBEL,SEE DETAIL. IN.PLR. Q a a a a a a a a Q -�� 24 x WOOD POST(S). I � I A 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. E y TOP PLT. TOP PLY. 91. MANUFACTURED COLUMN. 4 32. PRECAST COMPONENT/TRIM,SEE DETAIL. MIN I /�- I 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. D.I 35. WOOD RAILING,SEE DETAIL. 34. METAL RAILINIb,SEE DETAIL. 36. DECORATIVE METAL,SEE DETAIL. w .T ) I ]O 19 L 3T. EXTERIOR PLASTER RECESS SEE ELEVATION FOR ap 14 I 49 14 5 LOCATION,DEPTH AND SIZE'OF FINISHED OPENING. _ 55. 6.1.51-REENED R LOWERED'6ASLE END VENT", w SEE ELEVATION FOR VENT SIZE AND LOCATION.(5EE REOV. wo -----_ _-1 --}- ATTIC VENTILATION CHART FOR MORE INFORMATION). ffi 1 w I �'• \ Q -_ -_ ___ - _ 3q. &.1.SCREENED"ROOF"AIR VENT.(SM REQUIRED ATTIC as o g '1' i I _ � I VENTILATION CHART FOR MORE INFORMATION). �I ____ _______ m I'. - �' VENT/LOWERED 40. DECORATIVE(FALSE) BOARD,SE AREA-2 -- - - - - - - -- - - _ . - FIN.FLR. I AND LOCATION. \ .. 4 1. &.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD t! w VERIFIED. 93 D.6 14 SX4 D.5 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. ------- --�-1 IX40/' 49.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE S2 16 41 2 26 i SLAG INTERFACE PLAN FOR TIDE FT6.RETURN DIMENSIONS. ^-� 44.LINE OF.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF WAINSCOT PURR'&.SEE ELEVATION FOR I-EI&HT.SEE °? RO OF - FRONT ELEVATION SLAB INTERFA.GE PLAN FOR MORE INFORMATION. 46. 6.1. Z&LET FOR COLOR GOAT CHANGE. w 4R. MECHANICAL TUB AC-MS PANEL,CORROSION RESISTANT, /•� ¢~ SCALE/8"=I'-O" 9C.ALE/4'•I'-O' VERITY LOCATION. T 48. LINE OF INTERIOR CEILING OR INTERIOR WAIL. ' 4q. LIGHTED ADDRESS 516N1. REFER TO BASIC PLAN FOR EXTERIOR FINISHES o,laro= p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. N07E5, D I MEN51 ON5, AND ALL EXPO' WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND INFORMATION NOT SHOWN INSULATION/ASSEMBLY.S TO BE RE5A4'44. N.O.AND PRIMED PRIOR TO o t-lt INDICATES SMOOTH STUCCO FINISH Zj HERE TYPICAL SIDING TO BE, 21 22 23 _Iy SEE DETAILS D.3 D.3 D.9 mpp ROOF PLAN NOTES 0,1a za $ j INDICATES 4�12 SLOPE UNLESS NOTED OTHERWISE o� OZ ON PLAN. Q Q h TYPICAL ROOFING TO BE FLAT GONG.TILE > x U EAGLE ER-4660 J Q U p C TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12" Z W J W u UNLESS NOTED OTHERWISE ON ROOF PLAN. d y TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 121, E"' m p I UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 OO p o oO REQUIRED ATTIC VENTILATION THE ATTIC VENTILATION CALCULATIONS PER 613.6.SECTION 1505.5 AS FOLLOWS (A)ATTIC AREA,15WARE F=). (9)DIVIDE(A)BY 300 AND MULTIPLY W 144 TO CALCULATE THE TOTAL RE MIRED NET FREE VENTING AREA IN SWARM INCHES.DIVIDE TOTAL ..yy BY 2 TO GET THE NET FIRM VENTING REQUIRED BOTH H16H AND LOW 50�Ic AREA DIVIDED BY 0(HIGH AND LOW VENTING NOT USED) } a (y TOTAL 5WARE INCHES OF NET FREE VENTILATING AREA PROVIDED K F N BY GABLE END ATTIC VENTS.(SEE BELOW FOR MIN.5Q.IN.OF d yy N FREE AREA FOR EACH VENT) ® .&ABLE END VENT Rp,' W Z F (D)TOTAL 52UARE INCHES OF NET PRIM VENTILATING AREA PROVIDED }} d 1 BY ROOF AIR VENTS.015 SM.IN.OF FREE AREA MIN.EACH VENT) aI� ppQ O F-�.HI6H VENTQ.LOW VENT ©'YE AREAS W TOTAL SQUARE INCHES OF NET FRCS VENTILATING AREA PROVIDED f. FI�U} By UNDER SAVE VENT BLOCKS.(12 50.IN.OF FREE AREA MIN.EACH) O411 Q Lj- c W .J O-VENT BLOCK AT TRUSS BAY Fen o'E LL (F)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED ,v F z x O � a) Lo N 2W Q QQY41111 O >c' O PLAN A 8 G D E F = "aN Z ATTIC REgD GABLE ENo SAVE TOTAL 0 (n Q AREA VENTING VENTS coRMER VENi9 VENTS VENTING 0 =4J M U rw vl w V IW�jd CDcn I (% �qp�.INJ �w s.• W tf7 AREA-1 164o Lw as Low a s,. B» Lo uiW F Z � AREA-2 248 �+ w nlaz•gz waN csie.I. Iss� wGN id cc CD[ONE U Q d�}zQ0 � oOv NOTES: dtyy��d f z I,NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON ZH}}y Ci Of ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE C o �Y lake Elsinore MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDED WHEN in g Dilhim A,,,.,, F1REE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE.1 11 9 2.ALL VENT OPENIN95 SHALL BE COVERED H/1/4"CORROSION Approved By:�`�. RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4"THEN THE W F R NET PREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW S H FOR REDUCED AIR FLOW) 661r 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS '1xte T'IFR.TO ACCOMMODATE ALL ATTIC VENTS V 4.ALL To SHALL BE INSTALLED 50 AS TO MAKE THEM AllEATHER-PROOF AND WALL MOUNTED LOWERS SHALL BE SEALED V AND FLASHED WITH•MOISTOP"IN THE SAME MANNER PRESCRIBED S o FOR WINDOW INSTALLATIONS. f w 0 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)INHERE VENT BLOCKS -"•3� ARE USED BE VIZEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES ��.. FROM BEING ELOGKED BY INSULATION. h U b.LOCATE HIGH VENTING MINIMUM W-O'VERTICAL DISTANCE ti ABOVE SAVE VENTS. Y.PROVIDE ACCESS AND VENTILATION FROM GALIFORNIA FRAMED AREAS TO ADJACENT ATTIC SPACES.REFER TO STRUGTJAL DRAWINGS FOR m ' FOR SHEATHING PENETRATIONS. 0 aaaa i ' �, aaaa aaaaaaa � TOP PLT. TOP PLT, TOP PLT. TOP PLT. AU/7 XMMMI' /i --t IT D -i I _ OPr. Qe.......................... .•. . _,.: --L �7-7 /7' Q Q Q Q Q Q Q Q Q<Q �--4 FIN"FLR. 14 ............................. -tee' FIN.FLR FIN.FLR. 3 FIN.FLR TOP PLT. IX4 TOP PLT. TOP PLT. TOP PLT. tom•-..�I - - _ - - - - -. _ _ - - - - - - -- - - - - - - - - - - - - -- - - IXI - - - - - - - _ __ - - - - - - - - - - _ 9 INE OF'FeNCE 5 __ - D9_ t ___ __ __ __ __ _____ ______ ________ ____ ___FY ATION 14 _ LVGR LOG Fml 7/7777777771 F1K.FLR. _ - - - __. _ _ _ _ _ - _ _ _ _ _ -_ ..._ __. _. - _ - - FIN.FLR. FIN.FLR. A _ _ _ FIN.FLR. 0 U U REAR I—B LEFT I—B d SCALE I/4"•I'-0" p I w o o Z2 C a U o ZOO •� ,n JELf- C O o //�� pp.,, P LLWJ Z z F I TOP PLT. TOP PLT. _d d µ�R C14 N dd O 2 J_ LL- FIN.FLR - _ - - - - - - _ _ - _ _ __ - - - ._ - _- - _- _ - - - - - _ _ _- FIN.FLR. Q�pHJ11f�1�1�1 W N C Jt�JW E .p Z TOP PLT. - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - _ _ - - - - - TOP PLT. 1aLL}p �o O o >m f J ,t 11----1i II K N I II 11 II I I I;--11 Q 2 W U _P"•-m VE1tIFY OGATION___ - 1 1 u+ -1 ------- • II C ,1 IPH.I II S II it II �i II II T aW1�FS �y7 /i��� IELE6.IT.V.I t � 14 II it II a II II S Z Sd W •.. \V co Q O i ��� �,_11--1 II II 1I 11 II II K�F}F 00� _ _ •__. II ------tl--- 11 II d ___________1 T.O.G. J c :-,Il .I FIN.FLR A p 0-r) rt P T S" �yl O T'-'' K 5 a A= CIATIATES,IN QS 1a�a c Q �---DATE FN� City Of Lake Elsinore Planning Division Approva RIGHT AouavedHv I—B _ S $GALE/4'•I'-0' I N3 i q 'r E Ott L11 I° of �ozzl x o O — ——— — — —— — — —7 -ToM<mq aaaaaa NOOK r n 1V FAMILY HOBBY ;� aaaa aaaaaaa � ----------- �I❑❑ I OIO I I OIO KITCHEN r 4 DINING ii 4 b S U I � I EXPANDED HALL I GARAGE p r ' -- - - - - I DR ENTRY w o 0 0 I x DEN/OPT. j -- — Zo m w BEDRM. 'f -J~ a cn o � - -------- — 7 _-T K I 905b 9H. —--- —I—----- w 2 N W�F- N NI' 4" 4• 29" oB J 4'-6" y'-D• W-b" W-0. �i. '_9 W-2" i L _ N MRN I2'-B• 7'-4" 20'-0• J ® �� Z b-0QH0 U Q O � wUN Z �yyff��lz4 �N,n d p LL��jV WQ � � NJM U W�C��uumull� �y�•� � 3 Z� d zm > W L ID FIRST FLOOR ADDENDUM � E C is ri a REFER TO BASIC,PLAN FOR K NOTES,DIMENSIONS,AND INFORMATION NOT 5HOt"M HERE p2p C P � a z o aN°d zVONo� Cq U m I II I OPT. DECK II I II --------+---------It7 }-------------------— , I I I / - - -- I a a Q Q a Q a a a Q Q I T I I I I ` MASTER I `6tEDROOm i i M BATH II i I I I I YiJ.LK if♦ I � I --- cLoeer QQQQ aQ4QaQ4 I I I II II I V ----- — ----- -- I 05 ` . I OPT. LOFT O A. 4 I OPEN o � --;� // I \ BEDROOM 2 p /HALL 2 L— TOEMP —cQ7P¢ 6' / i i BEDROOM 3 1 a o I r/I LAU ILJ I it I o x FL I Qzm O C:. r o W � O 0 a 9 w ♦045 SL.— _ —— so�o F6. - Z m LL- <uIip Kf� N wig N N Tie,oa O U p mQ T �o o Q N J CD �_ 3Z� a SECOND FLOOR ADDENDUM C at' m `c ID a SCALE.I/1"=I'-O" N1y+�1Q Jv REFER TO BASIC PLAN FOR z(�F NOTE5,DIMENSIONS,AND Q Q dz cm INFORMATION NOT SHOMPI NE2E 71, '.LANCE m d SCOTT FACEh SCC ATES,INC H pA'E —:.t a�i•,eance t e. A.�tn oriza'.lo 9 perTi er S r 1 s S o •-� Q c�7 4 � r o _. ELEVATION/ROOF NOTES I, 2x0 FASCIA,SEE DETAIL. lonaio] X 2. 2x0 ARGE D,SEE ETAIL. 06 B 3. 5 xb EXPOSED RAFTER TAILS YV SHAPED ENDS,BEE DETAIL. NOTE,ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMER TO COORDINATE WITH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. 6. (1)GOAT STUCCO SYSTEM IC.B.O.M XXXXXXX a a a a TYP.TYP, T. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. 9 4 0. EXTERIOR GRADE PLYWOOD SOFFIT. 17.1 D.5 9. TONGUE-AND-GROOVE SOFFIT. 10. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER EXTERIOR 6RADE PLYWOOD OR MD.O.BOARD. --------- -------- - I I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. ___________ _________r 1 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. TION FOR SIZE. I y ITMP 2 1 4. FOAM TRIM,SEE IS EXPOSED WOOD TTRII\M,,SEE ELEVATION FOR SIZE. J D'1 TYP. I 1 2 IT IS 16. BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. a a a a ^a a a a a a i 19 D3 I.T. FIXED SHUTTERS,BEE ELEVATION FOR SIZE. \t D.I - I TOP PIT. TOP PIT. 18- POTSFMLF,SEE DETAIL. - - --- - - - - - - 10 19• PROVIDE&J.FLASHIN&AT ALL EXPOSED WOOD TRIM. 15 20, CONTINUOIJr 6.1.EXTERIOR PLASTER 50REED,SEE DETAIL. (� 21. G.I.FLA9if:No ROOF TO WALL. 5T1 1 AREA-1 14 2 II II II II 21 21 22. &.I.FLA5HIK&AND SADDLE/CRICKET. 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM j RIDGE j D9 DT 1 $ II FIREPLACE MAWFAGTURER. S T 24. MASONRY VENEER. 1 ROOF LINE * 4 D9 9 4"Xb0' - - 25. MA50THIN-SET MASONRY VENEER. I I .. 14 - - �_ J I j 1 OALD4Hb t5 yet O -- _ _ -_ 14 'I W 26. SYNTHETIC STONE VENEER.I.G.B.O.N XXXXX s I LINE IX4 D.I 2T CORBEL, . SHAPED FOAM CO ,5EE DETAIL. d T 1 Q D.I ''________ __ 215. SNAP=W'0 POOD CORBEL,SEE DETAIL. 21 a a a a a a a a a a K ____ BT(S). h I 0 FIN.FLR _ FIN.FLR. 29. x iq )' 1 TOP PIT. TOP PLT. 31: E WOOD XPOSED WOOD BEAM WITH SHAPED ENDS. - -- - - ---y- - - MANUFACTURED COLUMN. I , I 32. PRECAST COMPONENT/TRIM,SEE DETAIL. I 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. 1 Q 24"xb -- I - 34. METAL RAILING,SEE DETAIL. 35. WOOD RAILING,SEE DETAIL. ffi \ 1 4 _ Ifffz 36, DECORATIVE METAL,SEE DETAIL.69_ I Ib 3T. EXTERIOR PLASTER REGE SEE ELEVATION FOR of 1 IB I4 5 i LOCATION,DEPTH AND o SIZE OF FINISHED OPENING. D S da 1 - I 38. SE SCREENED!LOUVERED"GABLE END VENT', w� - - - SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE KEQ'D. wo 0 0 0 I ATTIC VENTILATION CHART FOR MORE INFORMATIOW. - I 99. &.1.51-REENM"ROOF"AIR VENT.(SEE REQUIRED ATTIC T m m ` C VENTILATION CHART FOR MORE INFORMATION). a - 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE a 1 _ - �' I . ELEVATION FOR SIZE AND LOCATION. ,_ _ _ _ _ _ _ �,M_t'N_PL]R4 I. G.I.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD VERIFIED. --T ---- 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. 0 AREA-3 sI . H 20 45. LING OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE � 41 D.b IB Db OS 26 SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 44. LINE OF r2"WAINSCOT.SEE ELEVATION FOR HEIGHT. U 45. LINE OF WAINSCOT FURR'&SEE ELEVATION FOR HEIGHT.SEE ,0.+ ®®� PLAN f- FRONT ELEVATION SLAB INTERFACE PLAN FOR MORE INFORMATION. - 46. 6.1.KEGLER FOR COLOR GOAT GHANI6E. w � O scAl.e v]'-r-o ��/M. 0 47. MECHANICAL TUB ACCE55 PANEL,CORROSION RESISTANT, r GO77,AC�E IC, r`TSNt^N VERIFY LOCATION. V l 40. LINE OF INTERIOR CEILING OR INTERIOR WALL. 49. LIGHTED ADDRESS SIGN. REFER TO BASIC PLAN FOR EXTERIOR FINISHES a1ao] p ALL EXPOSED PLYWOOD TO BE EXTERIOR&RA.DE. NOTES, DIMENSIONS, AND ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,PO5T5 AND INFORMATION NOT SHOWN CORBEL W S BE RESANU.N.O.U .AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. Z HERE :�INDICATES SMOOTH STUCCO FINISH U 0 0 ROOF PLAN NOTES oo m $ j INDICATE5 4,12 SLOFE UNLESS NOTED OTHERWISE P=Z ON PLAN. Q Q TYPICAL ROOFING TO BE GONG.'S'TILE C EAGLE ER-4660 W Z TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z W J W G7 c� UNLESS NOTED OTHERWI5E ON ROOF PLAN. a_ TYPICAL ROOF OVERHAN S AT EAVE CONDITION TO BE 12" Q N- E+ UNLESS NOTED OTHERWISE ON ROOF PLAN. Z O O W O O l w a REQUIRED ATTIC VENTILATION ]- -U-= N THE ATTIC VENTILATION CALCULATIONS PER C.B.G.5E1_TION 1505.5 AS FOLLOWS, (A)ATTIC AREA(SWARE Pffff"TJ. (5)DIVIDE(A)BY 30 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL RE,UIRED NET FREE VENTIN&AREA IN SQUARE INCHES.DIVIDE TOTAL BY 2 TO GET THE EE'NET FR VENfIN6 REQUIRED BOTH H16H AND LOW. .AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) }yjE (0)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED E YF C14 BY SABLE END ATTIC VENTS.(5EE W-LOW FOR MIN.90.IN.OF dF CV FREE AREA FOR EACH VENT) ® .&ABLE END VENT _W (D)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED d} } BY ROOF AIR VENTS.M5 50.IN,OF FREE AREA MIN.EACH VENT) aLL dd O a- •HI6H VENTQ.LO VENT ©•�E AREAS %8 �� o0� W i C/) (P)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED �oWa�p � � BY UNDGR SAVE VENT BLOCKS.(12 90.IN.OF FREECH)AREA MIN.EA 1U {. VENT K AT BAY (F)O&WA LINGNE9 Ng FREE VENTILATIN&AREA PROVIDED J~'n ^ (n wRe�o > Z H I O< A G D E F n g �� LLJ Z PLAN 1c H 5 6AB 1E eAVE TOTAL w � s"5 Q '. "IG" vErrrlra6 veHTs c�enea vENrS veNTs Vt:Nr1N6 S � Q =w V Przov1 (w�I{1 U 1�1j (n.� (6P.t•TJ(rp.IW (9G1.INV (6p.R.V (9m.IN) �90.INJ z 4!�¢l � •"T� 3 w lfJ AREA-I H1erH (11J1]• w16w HW-10.WWR 0.1 Q1 V Z� a = 13]9.1. LOW L AREA-2 204 '0 W6w WA w nr+5.a5 .s (Hi]. Q ][ X ca O A9 L.CW WA WA b61. AB =W i� COVO AREA-3` H H WA �r WA Lew ae��1, 46 Lcw ~ V ?O M NOTES: d7 d S OX I.NET FREE VENTING AREA PROVIDED BY EAGH VENT IS BASED ON Z ~ �ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Gm MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDED WHEN City City Of Lake Elsinore FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. IT W ALL VENT OPENINGS SHAH_BE COVERED W/1/4'CORROSION Planning Division Approval RESISTANT META 2. L MESH.(IF MESH 15 LESS THAN 1/4"THEN THE N a _ NET FREE VENTIN6 AREA OF VENT MUST BE INCREASED TO ALLOY4 x 0; Approved B_ FOR REDUCED AIR FLOW) F N 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS NIFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENT5 SHALL BE INSTALLED 50 AS TO MAKE THEM note: r 1 WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALSD w AND FLASHED WITH'MOISTOP"IN THE SANE MANNER PRESCRIBED o z FOR WINDOW INSTALLATIONS. T�'c4sry 5.PROVIDE APPROVED INSULATION DAMS(SAFFLEW WHERE VENT BLOCKS ARE USED BETY'Et?1 ROOF FRAMING MENeets TO PREVENT VENT HOLES FROM 5EIN6 BLOCKED SY INSULATION. 6.LOCATE HIGH VENTING MINIMUM S'-O"VERTIGAI.DISTANCE ABOVE SAVE VENTS. O • T.PROVIDE ACCESS LI AND VENTILATION FROM GAFORNIA FRAMED AREAS m H m TomTO ADJACENT ATTIC SPADES.REFER TO STRUCTUAL DRAWIN&S FOR - FOR SHEATHING PENETRATIONS. aaaa 9a ------------ ------------------- ----------------------------------------------------- -------------------- ------------ TOP PLT. �` TOP PLT. TOP PLT. TOP PLT. ' _ �1 _- - - - - - - -- - - - - - - - .- - _ --- -- _ - - - - _ - - - - - - - - - n }-� � TYP. « Ib as aaaaaa a FIN.PLR. - yt - i D5 .FLR FIN.FLR. FIN.FLR. TOP PLT. TOP PLT. TOP PLT. TOP PLT. I IXI ab 9 2 LINE OF VERI TA �LOCATION w� 26 FIN.FLR. _ - _. - - - - - - _._ -__ - - _.. LL=j - - - - - - - - FIN.FLR. FIN.FLR D9 I _ r[N FLR 9 it b a y V I - N W � F REAR 1-C LEFT" 1-C � ¢ 9GALE I/1"•1'-O' SCALE I/4".I'q" p W 4� of � o a Z2 d a 'd o QQ� a _______ - co _i w -----------_ _ ________ ------------------ z ------------------------------ --------------------------------- 14 TOP PLT. TOP PLT. ,d ,- - - - -- - - - - ---- -- - - - - - - - u n d dY 4 I- p Op O p 8m Lj- n Ca) �! LL V/ �� Z TOP PLT. TOP PLT. a Y OH > �� � WUN Z ppV w` M �naa�Iali�><> /�� W 'T as tt LINgOP FEND NAMIPY�OGAnoN__-- -- --------___rll'---�f---ih- lil---III-- 3Un --- = II R (�4{� I I 1 µµ11 MM Z Q J PH. F-i S III 1 IY III III S C IELEd.IT.V.I D3 III II III Q III III Id cc O Y 1--11--1 I d z11�dFp I I III I 1 La'1 aaap ------ - ---__---- Jai TE City Of Lake Elsinore - DA RIGHT Planning Division Approvai '—� f� Far ` g permit P P oo App, dBY. \'�, SCALE I/4•I-O" 6 N(J •� F � x r epo sots a 14. i ° 0..y z O o - _ 2'-0" 14'-2" 2'-0" p Ej] aaaa ryIN N GONG. PORCH TOP PLY. - - - - - - - - - - - - - - - - _ TOP PLY, + aaaa ))aaaa: A 94 6 ° 2„1" D.5 - t 4 Q 14 ,{/yR aaaa )))aaaa � PIN.PLR. _ _ _ FIN.FLR. SLAB INTERFACE ADDENDUM TOP PLY. TOP PLT. _ - - - _' __ _- __ __ ___ - ._- _." _.. __ SU E.1/4-P- REFER TO SHEET 2.1 FOR PLAN INFORMATION N y , F OT SHOWN HERE. QU S LL S! Q � W� � .a O IN.FLK. d q ,d PARTIAL LEFT I-8 REAR DECK EL. -ALE h LINE OP N DECK ABOVE ( V J - ✓- ------------------------- I SEE SHEETS 2.T THRU 2.16 FOR NOTES,DIMEN5IOH5 ------- AND INFORMATION NOT SHOWN HCRE. NOOK FAMILY 0 s � I 0 Boa UQU � o Z N2 w m m FIRST FLOOR ADDENDUM <0 m _ scALE v v-o^ -J W J 3 Dp d w TOP PLY, TOP PLY. _- _ _ _ _ _ REFER TO SHEET 2.2 4 2.4 TOP PLY. _ _ _ _ _ _ _ _ __ _ - _ _ _ TOP PLT. W Z - FOR FLOOR PLAN NOTES, DOOR,WINDOW AND A ELEGTRIGAL LAYOUT. pp 6 6 Y � 2��.�� 94 D.5 s c � 2'���� � D.5 I s - 14 I4 2'x4" ` I III 2"IW' III y Q c� FIN.FLR. _. _. _ _ _ _ - - _ - - - - - - _ - ,_ -•� __ FIN.FLR. FIN.FLR. - - -_ - _ _.. _ - - - - - - - - - - _ - FIN.FLR. - a' I i 'I I tg 8m TOP PLY. _ - - TOP PLY. TOP R.T. _ TOP PLY. p ___... p Q 6 (n w _ _ - _ N o�oF .3µ,µ11 __A 0 AT WALL ADOOR AOPT. 71"P. J5j<I�IN O U JJ /J oo z 2• m O .5 DECK ,.5 D.5} 10WLLQO U O ma F F Y sow S.H. 6066%.&L. 9050 9.H. D.5 I- }+� W U N Z v IV LL e e 'ry- s (TEMP) DR.(TEMPERED) CTEMP) 01p11 p Q w` _ M a ® K Y/ m � Z A+ W V IWIU(�a w -�W o U AT OPT.FR DR .., Sj�N 3 o I1 µIF L Z� Q FIN.FLR. __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ FIN.FLR. FIN.FLR. __. _. _.. __. ..__ .._ _. __. - _ - - - - - - - - - - - _ FIN.FLR. MASTER QFQp 0- oOv eQ BEDROOM 1---- Zd� PARTIAL LEFT I-C REAR DECK EL, I-C PARTIAL LEFT I-A REAR DECK EL. I-A SCALE 1/4 SECOND FLOOR ADDENDUM M 5EE SHEETS 2.'I THRU 2.16 SEE SHEETS 2.1 THRU 2.16 F FOR NOTES,DIMENSIONS FOR NOTES, R DIMENSIONS 4 ®. HERE. HERE. R�ER TO SHOT 23 d 2.5 ry D AND INFORMATION NOT AND INFO co 5HOWN SHOWN INFORMATION NOT p I''' w limm FORFLOOR PLAN NOTES, HINDON AND o ELEOTRIOAL LAYOUT. X o O � NOTES e, INDICATES DROP IN SLAB(SEE DETAIL) I 'a 1-4" Il �� VERIFY ND AK FOUNDATION DEPTH,WIDTH,REINPORGI S --- W�THE 50IA S RZPORT.E ANSIVE 501E REQUIREMENTS 3'-0' REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT a 4 SHOWN HERE aaaa a4aa< g I1� I _. GONG. r N PAD NL PAD �_ PORCH i �� PY VERIFY Cow LOGATON Q STOOP Q _ FOR HARDSGAPE INFORMATION REFER TO 4 � LANDSCAPE PLANS a4aa aaaaaaa � x .4 4'WIDE j GONG. iv WALK I I W PROVIDE CONDUIT UNDER I m O 5LA0 MOM 19LAND COUNTER I, ELECTRICAL '. I O =� `V, .• O gg 2, N 30 - d S ff 4 4 1 C O : ! ; e p 'I N WATER LINE ]„ _. \rWWW1 U I a• ' ¢ N 4 OF WASTE q Z AT WATER - Q CLOSET J 4 + d o GONG. ]o STOOP SLAB INTERFACE ADDENDA C � _ �' III�I, � x cv� = . � - 4 SCALE.V4'-r-o' � ZW d REFER TO BA5IG PLAN FOR 1r- Q o NOTES,DIMENSIONS,AND INFORMATION NOT SHOWN pD. C� GONG. o z z E w W� } STOOP y a i LL 4'WIDE (7 h - of GONG. tl1 7 WALK � of I }� W QF� N - N z I � } -Q e Q Q _ as -- —�. TRASH• a q o _ r REGYGLIN6 �,��WI�Nm �' J —� NTAINER it O O n � , _j m o yt3ii _5PAGE ;p 4 QN 9'-4• �.L '�.� V) >OOQi L) Z a ZW Q =W� U Wa JW Ln Nit 'aw ID;-, Q i m Qyz M� zLWH as - $Ymi 2'-5' 6'-10' 211' 2'-4" 16'-0" ]'." ]' 6' '-6' ]'-9' 16'-2• r a 40-0' �� a SLAB INTERFACE ADDENDA B SLAB INTERFACE PLAN ,4 �a�y� � r SCALE:V4'-P-O^ SCALE.1/4"-P-O" - � Y'C SEE ADDENDA FOR PLAN z o acm GHANOE PER ELEVATION. m m 0 PROVIDE A I-HOUR FIRE RATED OCCUPANCY FLOOR PLAN NOTES SEPARATION BETWEEN DWELLIN&AND 6ARA6E ' AS REWIRED PER SECTION 302.4(EXCEPTION 3) I.3q'CLEAR REFRIGERATOR SPADE.PLUMB FOR WATER SUPPLY. AND TABLE 3-B OF THE GAWFORNIA BUILDING VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. CODE FOR GROUP R DIVISION 3 AND GROUP U DIVISION I OCCUPANCIES. 2.PANTRY.5EE INTERIOR ELEVATIONS. STRUCTURAL MEMBERS SUPPORTING HORIZONTAL 3.30"SLIDE-IN RANGE-OVEN COMBINATION W/BUILT-IN HOOD, OCCUPANCY SEPARATION SHALL COMPLY WITH LIGHT<PAN(VENT TO OUTSIDE AIR). D SECTION 3022 OF CAL G W/ IFORNIA BUILDING CODE. 4.SO' OOKTOP METAL HOOD VA/LIGHT•PAN D I.5 (`/ENT TO OUTSIDE AIR). L 5.36"COOKTOP W/DOYAIDRAFT FAN(VENT TO OUTSIDE AIR) aaa a 30"GOOGTOP(DROP-IW W/METAL FIOOD!W LIGHT PAN (VENT TO OUTSIDE AIR)YV/36"&JILT-IN OVEN(BELOWJ. 7.STD.MICRO/OVEN COMBO VV OPT.FOR DBL.OVEN SPACE 92'-O" 40,-0• e.56"MIGROWAVB/HOOD. .1. .OPTIONAL TRASH COMPACTOR 10.OPTIONAL REGYGLE BIN. "...S., 2'-2" 2'-O" II'-4" 2'-6" PLOP 2'-4' 11'-2" 11.5'-O"TUB/SHOWER W/WATER RESISTANT WAINSGOT TO,2" ABOVE DRAIN U.N.O.PROVIDE 5HOVeR CURTAIN ROD U.N.O. 6'-5• O'-I' 2`0' 9'-6" W-6' 2'-4• 4,-4• T'-I• 5'-O° 5'-0' 2'-1" S'i" 5'-q' 12.HOT MOP SHOJNER PAN.SEE PLAN POR SIZE.TILE TO,2" ABOVE DRAIN U.N.O. 13.HAND BUILT TILE SHOWER.SEE PLAN FOR SIZE.TILE TO 72" AB"X 42"ODRAIN U.N.O. a a a a a a a a a a a g 14.bO"X 42"OVAL AN L T OPTIIG TILE WAINSCOT.PROVIDE MOTOR AGGE96 PANEL AT OPTIONAL SPA/HYDROMASSAdE - BATHTUBS.VERIFY 512E AND LOCATION OF ACCESS PANEL. " 15. SHATTERPROOF GLASS SHOWER ENCLOSURE. * y 16.SHOWER SEAT.SEE PLAN FOR HEIGHT.17.LINEN CABINET. SEE i�9Ai Ipih - � INTERIOR 2 9.H. 15.(5 EaJALLY SPACED ELEVATIONS. SHELVES. 2 S.H. S.H. 60SO SL.GL.DR Iq.FA.U.S'VENT TO OUTSIDE AIR - -- - P -- - S.M. .G. S.N. 20.Y'VNF S'VENTDE A ITO OUTRIDE AIR PLATFORMS"HIGH PID. FOR Y4/H OR F.A.U.PROVIDE H. Fb. - I \ � ry I lz OFT 8'O 2660 T814 AT O0 I DUG�IAS SHOY ON"ekT AS REGD POR FAU.ONLY.LOP7. � /i FR.vR OPT2IFFAL.Ate WM ARE SIDE BY SIDE PROVIDE A'7"PLUMBING ureOrci6. „ xtV 1 \ HT.CHANSE ' / / N _ .y � TEMP.OPT. 48 FITTING AT FG.AND A COMBO.S'VENT OONNECTION FOR DBL.L1 RIGHTB.DOOR pT USE OF EQUIPMENT.(VERIFY) so\ M BATH 14 6LT.6 TEMP. 51 DEN�Of- I 23.9""DIA.BUMPER PIPE 9D6,HIGHOUV�ERMEIDRG�MEBUST NR VENT. \ 6,_,,GLb. ° T. B DROOM 4 24.TEMPERATURE.PRE89URE RELIEF VALVE.s I "s q'-1"GL6 25.14"x 6"GARAGE EXHAUST VENT,SCREENED AND LOUVERED.MASTER / . . 26.DRYER VENT(MAR.14 ft.LENGTH INCLUDING(2)qO DEGREE\ BEDROOM S 3'-10' I� ELBOWS.PER G.M.G.504.5.� 8 I" 2" 27.PROVIDE WATER 4 WASTE FOR WASHER ' 1 28.6A5 DRYERS INSTALLED IN A GARAGE MUST BE ELEVATED 50 N 2 46 13 M GREAT CPT.DBL. N w \ ry 46 / I I 36 SIDED PURE- - - THAT PILOTS,SAITGHES,BURNERS AND HEATING ELEMENTS ARE E O ROOM .� 4 A MINIMUM OF IS`ABOVE THE FLOOR LEVEL. - pD 9'-I"GL6. PLACE O 2-1.PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER. Ox 1 \ 30.2x6 STUD WALL. w • i b N I iSt.Arr�- b - 1 51 .PONY WALJ_.SM PLAN FOR HEIGHT.YA o 2'-0• \ Q 2'-0' H5" tf'-O"/ 9'-4"9' ki O I raj n L _ --- 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, Q g a„ C I \ m 8 _ 2a x9 6�f R ry - C I� C 33.PLUMBING WASTE DROP FROM ABOVE. a --� I b --� 2'-10' ry g'-e" 2'-8" 'n 34.22"X 30'ATTIC,ACCESS PANEL PER G.B.G.1505.1. 1.5 1 _ _ _ _\ 2.5 s5.L - - Q F.A.U.PA.U.IN ATTIC.PROVIDE 30 X 30 ATTIC ACCESS PANEL. ' ° / "'-LF<POLE _ '� pjp 8'-I• ' (OR PER CMG.q08).PROVIDE FUEL GAS,LIGHT AND SWITCH. \ y -I w r I I 4D _ J 36.METAL FIREPLACE.SEE MANUFACTURES SPEGIFIGATIONS FOR GL6. O GLb. b RAISED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. 35 SI O PROVIDE F.G.AND KEY. PROVIDE GLASS ENGL05URE. ... Y \ CLOSET 1 _ V. ' 1r• - "MA.%TIC"LGB.O.KER-56T OR EQUAL. sy. WALK IN , ( - -� • ,n, \ 2C 5066 BI-PA56 4 3,.APPLIANCE FIREPLACE.PROVIDE F.6.(VERIFY B-VENT EXITING a /� U O w D.4 KITCH1=N Q 3e �` y SHELF<POLE NVH 24 ry AND TIEtMINATION REQUIREMENTS)"HEATILATOR"-I.GBO."I551q. --- - ,� ,__ 3u5• 3'-4' 2'-q" I'-10" p1 T-4• 6 ` ;. 38.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLOW. y NEP GL6. I'-10' 3'-6"IY -" ,iHEv �, 2 4ql.34"-e38'PHI�GH HANDRAIL ABOVE NOSING PER C.B.C.10033.9b BOOK N 4 20 N - I 7 `•!/b �,T AL 4O 36'HI6N GUARDRAIL PER GBG.504. ;n or LOFT -_ - - -___-- .5 HEATER 'Y oSL S.s P ry _ V �' O 21 LINING AT_C 42' NE MA50NRY b SLAB INTERFACE PLAN VENEER SM ELEVATION F DIMENSIONS.E _ 1 m O a I v 49 ,p 2' 10'-10".. 2-2' 4 3'-8' 1 6'-2" 6-0" 2'-6" r 44. LINE OF*2"WAINSC.OT.SEE ELEVATION FOR HEIGHT. 7 --- Q Q LLpp 40 16 OPENBMLO 0 -NTj I4, Q .'I 45.LINE OF SLAB INTERFACE P FOR MORE INFORMATATION ION. HEIGHT.SEE N I <} D' I ? L -'� ENTRY I�IL g H per• 46.PROVIDE -HOUR FIRE FOR OONSTRUGTION UNDER STAIRS p _ '� RS' 10'-I"GL `�\�� 4 p) _ OPT,1, AT ENCLOSED USABLE PER GBG.1003.3.3.q �I LOFT , a•4' 55 \�a N - N O SUITE 48.FLAT SOFFITSEE PLAN FOR�IHEI6HT OR DETAIL. OPT. BEDROOM 5 'I O S .42 3q '� y I 1 = -- $ N 44.ARCHED SOFFIT.SEE PLAN FOR HEIGHT oR DETAIL. GL6. r?✓ B L. .. • coATS A q 65 50.LINE F. FLOOR ABOVE. ry I I SHELF SEE PLAN FOR HEIGHT. N N 65• i / 41 r. -1 GL GLASS BLOCK. 51 52. / p 53. CHASE.VERIFY W/H.VA.G.DRAWINGS. p .12" 51 i' 40 ry S / 'Q 60 591 J 54.RECESSED LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND p Q SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. c ry I .'':I T• 9' I° Q Q 55.LIME OF DECORATIVE PORCH RAILING.SEE ELEVATION. 3,_2 48 \ \h 'b 16 g0"X60• _ V x S6.LIME OP EXTERIOR BALCONY SUARDRAIL.SM EL I V FOR SPEC. N -- AT 48 7'-I" D.4 3q 30 ". 12 - TOP OF GUARDRAIL SHALL NOT BE LESS THAN WIN HEIGHT. Z 2.; C, u� F.F. 51 \ 31 O OPEN GUARDRAILS SHALLHAVE INTERNTEDIATE4 RA DIAMETER AN 6 a. ,O c / - - ORNAMENTAL PATTERN H THAT A SPHERE TER J L1 W CANNOT PASS THROUGH.PER C.B.C.50g3. ae , PROVIDE - N(s) ry SHELF<POLE 7(. 1 k: n 5 ATE UAL W/OVERFLOW.PROVIDE T r4ATE ,I 114--kkL LLLFFF I p DECKING MATERIAL BEHIND DRAIN(5)50 TO DIVERT WATER �� a �, IR 0 A 30 39 t5' Y FRpT4�-'WTI 9 1 OO .'1 58 IB'TOWEL BA T. ABOVE FIN.FLR J O A p 00 6066 BI-PA'..6 BA. L '�1 �N 5'-e' 3'-2" 4'-6" 9-10' 4 54.24"TO'H'L BAR-H6T.54"ABOVE FIN.FLR. O 2666 ,p H / \ nt 60.TOILET PAPER HOLDER-HOT 24'ABOVE FIN.FLR. LL z H z F w 59 I'-10'8' 2668 r g IIOVSAS OUTLET FOR IRRIGATION AB INTI I-0• / R 2666 L liv 62.6A6 N4E TLiR LOCATION.SEE SLAB INTERFACE PLAN. Q 65.INSTTAALLN 1COMFORT WI�SE/MlER5Y SITAR BRASS LD.OPTIONAL AB CABINET. I // _ a_ DINING ABOVE WSW SWITCH. (- W-I'GL6. v GENERAL PLAN NOTES GARAGE I.ALL INTERIOR DOORS TO BE HOLLOW GORE 1 3/8"THK.UN.O.�a�o } 30 OPT. _ (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS O 1 / BEDROOM 3 // I \ \ �1 o ANDTl S N PROVIDE DEADSOLT AT TOP OF INACTIVE DOOR. Q~= c / 6'-1"GL6. 6'�'\ LAUNDRY\ p &ATE - I 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW GORE 13/8" I / r' y i 4 ��` %- 1 THICK EXTERIOR GRADE.(SEE PLAN FOR SIZE). }L ' i i �\i , 50 �' 3.ALL HOUSE TO 6ARA6E DOORS TO BE SOLID GORE 1 3/6"THK LLJL d O C N SELF CLOSING AND TIGHT FITTING OR A SELF CLOSING,TIGHT- L) ¢Q O} ( FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS O V W W W v / I \ a :{ " `•' - - - _ - - _ -. - 62 F THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) 1�O H �■ c Yk. ^` 2 040 P. ,. 040 1014• 10'-4• 4 FOR IZE),A7 DOUBLE Ell DOOR PROALL ENTRY DOORS TO BE SOLID C-O 1 VIDE DEAP4"THICK..CLT AT N W 0 � W D ------ -- ' I y 6" 9'�' '-6" 2" 5060 Fe. I TOP AND BOTTOM OF INAGTI VE DOOR. (Jj IU A I I I A n RO Oro I A s.ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 1 3/4"THICK J a m o .J o 0 --- Q (SM PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE Q~ y Q >rn Z. I Z.5 6.BUILDER DEADWLSHALL TOP VERIPf WINDOW OF INACTIVE AGTLIRER THAT ALL I-FO �! m Q v O I O BED QOM 2 :. I O 4q 61 36 ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR 'qw =L) s GLi. 1 OPENABLE AREA OF 5.1 SQUARE FEET.THE MINIMUM CLEAR W d =LJ OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES.THE MINIMUM Q w I It NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES pp�1�U6 p� ( Li AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES Y m m}}} LL 6080.SECTIONAL&ARA6E I ABOVE THE FLOOR.(PER GBG.910.4),AS INDICATED BY('). ,2 ,W 0 Q A IV WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE _-. --. > v BROUGHT TO THE IMMEDIATE ATTENTION O-THE ARCHITECT. W i V co V)O ----_- _ - - -- O CD f ---_- - J L____ - J N G 4046 SL.P\ l SQ. FOOTAGE gQ o FIRST FLOOR 1 264 < G D D 2 2 5 SECOND FLOOR 1415 TOTAL 2679 GARAGE 6� _� �'i 4'-5• 2'-6• 4'-5" 2'-8" 2'.g" 4'�• 4'-II• I'-II• 2'-6• I'HI" 2'-0° 6'-4• 2'-6" 2'-s" I6'-2• 2'-3• W/ OPT. SUITE +156 11'-4' 14'-4• 6'-4' 6'-0" I I'i' 201-8' FIRST FLOOR 1420 e le 32'-0• 40'-0• SECOND FLOOR 1 41 5 RZ ANC�RAE�vimo TOTALC+f Z835 � GARAGE 449 ' cm SECOND FLOOR PLAN A FIRST FLOOR PLAN � :: INDICATES EXTENT NOTE,FINISHED SQUARE FOOTAGE CALCULATIONS 6 40 a SCALE./1"•I'-O" SCALE./<"•i'-O" PLAN FORFORR('EIS FINISHED SMARR FOOTAGE OF T�HOUSE AS BUILT. O U 61 aaaa 3 I/3 BE �C 5�OM rv. p / / O tk bbD 1666 BI-PA99 �y IB S.<R — IV F 3 0 0 , 3 aaaa aaaaaaa i OPTIONAL BEDROOM 5 �� � O IN LIEU OF LOFT <A`E " o m U LLJ 1/2 r^ Q HOT `•/ J l II GREAT - BEDROOM 4 4 ROOM / z o O 0 F w N .A\> d I z x c.� � � Z 9 < / 0 0 46 N � ro o yy � O W J7 d O p, �a BA. I I , „i 4 GL6. I I 9'-6" � _ o a��Qp< d LLQ�Wm CD m cn 01 LL - AT YL4TER - 59 p{Q!k UL tn S � closer 7668 Babe �, wo �� m ��Q f LL F7 $ Y u >o O w a n n �H o � = a N � a a� Tf ;, �I �4 8 w d a) N go �LJLO za z i— o a n GAR GE -"�<w CaZp �cnO O n dQ�dF�i LL AP70b'EO FOR P `,;T'� UANCE yyy111 SCOTT FA EKAS&ASSOCIATES,INC SUITE SLAB INTERFACE OPT. SUITE FLOOR PLAN " ,, °oTpeenet qF FF scnLe.1/4-r-o le A IN LIEU OF DEN IN LIEU OF DEN ; ding Pe `zPe° P <Z +I56 50. FT. o 0 or q of o 't b e U NV p2 t t p .i s O z 41 tK N 6t U fA O UTILITY LEGEND j } SERFAGE MOUNTED CEILING LIGHT FIXTURE '' H� RECESSED LIbNT FIXTURE HANGING LIGHT FIXTURE a a a a H VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS �11111T--- COVER. (SrCI AT HYDROMA55A&E BATHTUBS) T WALL MOUNTED LIGHT FIXTURE WALL MOUNTED SGONGE LIGHT SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET LIGHT FIXTURE ICI ' FLUSH MOUNTED STAIR TREAD LIGHT. a a a a aaaaaaa R RECESSED FRACTIONAL HP EXHAUST FAN, - / \ SWITCH CONTROLLED / \ RECESSED COMBINATION LIGHT/EXHAUST FAN, SWITCH CONTROLLED lV \ / 220V.KIP. Bo• D1500NNEGT RECESSED COMBINATION EXHAUST FAN/HEATER SWITCH CONTROLLED HOT +�--� ;,_ _" `�/ \ I/2 /\, $ 120V DUPLEX GONVENIENGE RECEPTACLE 0 o 3 11 y 9 r1/2Tr \'\ III \\NOOK �,\\„/ ' ,� /� T I ff220 240V SINGLE CONVENIENCE RECEPTACLE a a a aaa1/2 aaaa K� / \ /' $ 1/2 120V DUPLEX CONVENIENCE REG 'TAGLE, IG— M BATH Y HOT �I — — — �f SWrccH CONTROLLED,I/2 HOT DEN/OPT. 120V OUADPLEX CONVENIENCE RECEPTACLE, / VE FLOOR. - SUITE W - IGHT /F FL =ice 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW 0,Z V.P. LIGHT. — \{,��F„LIbHTA GREAT / - W ' *' �- _ ,� � .. (INCL.INSIDE CABINET OR ABOVE AT CEILING). 0 \ - ROOM ` - - s2" �' :UP A� WP, t2OV,WEATHERPROOF DUPLEX CONVENIENCE MASTER \ — — _''�'� TV.,OPT. RECEPTACLE BEDROOM \, /KIT-CH EN / / LT _ & r 'R. DUPLEX CONVENNI iSROUND IEEIVGE REGEPnacTERixuPrER(GFGU d a. ( 1 L BLW FOR IN ELECT.START.Ri-� �.,.h�. / / � Yd�. 120V,NEATHERF'ROOF 6.F.G.1.DUPLEX CONVENIENCE ., ... �II II f J � �'/ / REG£PiAGLE H5. DEDICATED REG 7EDI ED N SPEW PHONE OUTLET £A TYPE DUPLEX 1 LE,W/GOVEi2 \ (I"'`� ) J�`�2• a"O e32• ' E - - -- - CWL�OSET - _==4tiA'- / - \ F I - ✓ �{#- SINbLE POLE LIGHT SWITCH a� BOOKS — ;1 Lb 9'I k\ / THREE-WAY LI6NT SWITCH ---- / LOFT / ,. — — ,\ — ��IbHT �� \ �4 FOUR WAY LIGHT SWITCH I 22 u y /v,O / -tp-D SINGLE POLE LI64-IT SWITCH YV DIMMER CONTROL UNPE oftI ^uP PH. TELEPHONE JACK IN To BI p N. \ OPT.EXTERIOR �,(� \ DT_ / ENTRY��\\\�\ ' _ ___ \ I 'ii VERIFR'YELOCATIOON T I V TV. TELEVISION ANTENNA/GABLE JACK I -_ +* PUSH BUTTON FOR DOOR CHIMES OR bARAGE DOOR OPENER A •�� I'I DOOR CHIMESOPT. i I I I / LOFT/ \ 0 I III _ BEDRM 5 I R. n LI&HT -�--�T� THERMOSTAT,VERIFY LOCATION WITH FfEATIN6 t o AG LAYOUT � a I OJ JUNCTION BOX,WITH COVER OR ADAPTOR AS q U REQUIRED o , ` ✓ - SMOKE ALARM,IGBO APPROVED,CEILING .-.. __-_____ '...«, "-` I MOUNTED,HARD WIRED AND A/BATTERY BACKUP } E„ 14 In CEILIN15 FAN JUNCTION BOX,WITH COVER OR LIB ADAPTOR A9 REQUIRED /1 Le W o O LIGHTED ADDRE55 SISN(VISIBLE PROM STREET) L� = N BA. 2 z z E r. / \ (LOW VOLTAbFJ TIED TO PHOTOCELL. of - DINING K� VACUUM LOCATION. .e4 VG DEDICATED CIRCUIT FOR VACUUM SYSTEM Q ,a m -- GARAGE / 20 AMP.MIN. } BEDROOM 3 ]]��� ��- sE SECURITY srSreM MASTER urlT w AT Q'� -� LAU. �Lb. FLOOR DRAIN(PD)OR AREA DRAIN(AD), DOWN T O / AS NOTED 1L Q Q 0 GARAGE STD OUT FOR O PN. !I1/2 - I ', GAS METER _ ROOF DRAIN(RV) Q W}N J fi �fW _ y rv. o -- --- �O HB H05E BIBS;HB) `N O p _ --- / DEMARCATION BOX ��1STUsFa - ' HE B OR T V.AND -�- - HOSE BIBS WITH SHUT OFF VALVE(HD/50V) pull N ' I I GABLE Ib"W X 90'M W� sov MEN N U p \ BEDROOM Z / , FI w"TRIGAL FUEL GA5 OUTLET(Fb) W Q O M< Z «4B• ICa PANEL U /. FOR�RRIOATION '\ L005E KEY VALVE(KEY) O Z LJ.� U H.B.NV IIyy w I� s.O.V. SEE ELEVATIONS FOR EXACT WATER STUB OUT FOR FOR ICE MAKER Iq6< A IS J LOCATION OF LIGHTED V•/ W In / - ENT Y - n MOUNTED FLUORESG m U AGE pp�� I/2 N. SURF LL 5 6 10 ADDRESS � � I Q IC HDr III _ LIGHT FIXTURE Z AVER EAAVVEI OUTLET �'�—__\` COaO PH VBRIFY LOCATION/ MAXTERAG�E�POEVALINING _ w$U N I — ——— —— —————— = FLOOR A GENERAL PLAN NOTES: Q€}Q� CL Q I.LIGHTS Z A W/PHOTO CELL OPT LIGHTS- q�-0g d f A � PHOTO I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND-,Q¢H BATHROOMS SHALL BE CAPABLE OF PROVIDINb 5 AIR , $d1 \ / CHANGES PER HOUR. G.B.G. 203.3. SCO I 2. PROVIDE LISTED NON-REMOVABLE TYPE WrK FLOW PREVENTION DEVICE AT ALL HOSE BIBBS. '7¢.6-6A��I 3. SHOYeR5 AND TLO-�AVER COMBINATION5 SHALL BE I PROVIDED W/INDIVIDUAL CONTROL VALVES.OF THE _ PRE55URE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. C.-.G.420. FIRST FLOOR UTILITY PLAN W a. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT SNGLE PHASE, SECOND FLOOR UTILITY PLAN b. SM FLUORESCENT MANS BY LITHONIA LIGHTINb(GKP-6 T WITH E5 AND 20-AMPERE OUTLETS INSTALLED IN ARC-FAULT ING UNIT 7 a �1 SMOOTH WHITE TRIM KIT AND 3000KELVIN 6E BULBS.AT BEDROOMS SHALL BE PROTECTED WI TR TION O T ENGIRT a KALE.vg I O scALE,v1"=r-a' KITCHEN AND BATH, BRANCH CI R LISTED TO PROVIDE PROTEGTIDN OF 7HE ENTIRE S 2. 'T. PROVIDE GAT.5 PHONE WIRING AND Rb 6 COAX.GABLE FOR BRANCH CIRCUIT. N_.0 2"O.'.2 Rim �5 O a ti C �-- T.V. S. PROVIDE 25'-0'LONG M4 REBAR FOR GABLE/PHONE AND 2o'-O' z o m LONE COPPER FOR ELECTRICAL&ROUND PER G.E.G.SEC.250bi cod. . 0 INTERIOR ELEVATION NOTES .KITCHEN 51NK WITH&ARBA&E D15F05AL. 2.OPT.30"DEL.OVEN. 12' 12• 15" 15" 4.33 G00R60 TOP W 5p6ArMETAL HOOD(VENT TO OUTSIDE AIR) ZO, 29 Z9 29 OPT.29 29 5. 36,MICRO/HOOD COMBO.(VENT TO OUTSIDE AIR). BUILT-IN OVEN OR MICRO/OVEN COMBO 30" T.DISHWASHER SPACE. a a a a S.TRASH COMPACTOR SPACE. 19.RECYCLE BIN SPACE. O.WARMING DRWER A SPACE. I .CABINET DOORS WITH GLASS. 1 1j 1 T 12.TOP AND SPLASH. 'Q ❑ OPEN TO Q I 1 3,TOE SPACE. f1 O Q IS EE FAMILY m it j� 4.SOFFIT.(SEE ELEVATION FOR DEPTH) m m 5.WINDOW. NO SPLASH 16.WINE COOLER SPACE. P®8.PREAB AAINSGOT. I 19.TILE WAINSCOT. aaaa aaaaaaa i T---- ; 4 20.MEDICINE CABINET. N 1J ._-., ;p n �-���"��� -___ r --� �� r��__._ _- ��� \ / ♦ / N 21 .MIRROR(SEE ELEVATION FOR HTJ ',. i 1 i 25.VANITY SPADE. 24.CURTAIN ROD. ENCLOSURE. q :, ll--1 24.CURTAIN ROD. Nd �---'j I i \ I I i \ I 25.BANJO TOP AND SPLASH. 1-1 26.WOOD TOP. ry 29.UNDER COUNTER REFRIGERATOR 5PA" 2'-4"GLR. 9'-4'GLR OPT'ROLL OVT 2'-0`GLR 20.BASE CABINET.(SEE ELEVATION FOR DEPTH) w -0"GLR 29.UPPER CABINET.(5W ELEVATION FOR DEPTH) 8 15 19 POT DRAYCR9 28 19 28 28 IS _ VCRYFT YERIFY 24" `�1� 14' 24" VERIFY 24„ 30.F� K CABINET.(SEE ELEVATION FOR DEP'M1iJ 32.LAUNDRY SINK. aaaa aaaaaaa LAUNDRY 33.VENTILATED SHE AND POLE. 34.WET-BAR SINK. 35.WINE RACK. "I 36.BUILT-IN SHELVES. : 31.9MIiT'PAN. - NOTES: CABINET DRAWINGS ARE FOR SCEHMATIC USE ONLY.REFER TO 05 BUILDER SPECIFICATIONS AND SHOP DRAWINGS BY CABINET w\ al - 21 MANUFACTURER FOR FUR'T}iEi2 INFORMATION. 24" 24' 21 24" OPEN TO q 2 12 21 O 21 12 t 26 v 24"2 VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE a DEN - in 24"2 I.. 12 2 m m m AT THEIATIIME CONSTRUCTION INSTALLAE C++OSCNTION. THE BUILDER P .24" 12 yy yy 1$' E L ffi 25 f'- 4 B X n ��� 4 I-ICCIQ 1= 4 4 )—� 4 Q d 12'-6'MIN. c� 1 1 ll1 m ry �F__ n m 22 i ry ..m h I I ._'f-t- 2 19 28 19 13 28 Z8 13 13 8 13 20 lJ J 21" 21" 21' al' 21" GREAT ROOM FIREPLACE MASTER BATH BATHBATH 3 BATH 4 AT OPT. BEDROOM 4 �] SCALE:3/6'•I'-0' to Z o O o H w eI3 d U o q g A B ZW QL z a 0 o x o a W o � w w Q x d m z it tt tt it it :ft it it BOOK L 4 ' LOFT ---- ID I / OPEN TO � ��� ----- 4 n S 00 O J°' O i ' Co.54 m V2 } z�Lo zQ 4 I " J W n o \ 4 co Cc 00Np Y _ 3 e v x ov - RUN 10" SECTION B SECTION A SECOND FLOOR FIRST FLOOR g �2� N ■ SCALE:3/8"•I'-0" 51_ALE�3/8"-1'-0" SCALE:3/8"-1'-0" SCALE:3/8"-1'-0" m U m O SECTION NOTES I.FASCIA BOARD SEE ELEVATION. 2.BAR6E BOARD.SEE ELEVATION. 3. EXP05M RAFTER TAILS. 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTE5. 5. ROOF 5HEATHIN6. 6.DESI6I� WO OD OOD ROOF TRUSSES. T.HEEL STAND TRUSSES. a a a a 8.GIRDER TRUSS. 9.2X ROOF RAFTERS. 10.2X ROOF JOISTS. 11 .2X 0EI1-I1,16 JOI3T5, 2.RIDGE BOARD/BEAM. 3.FLUSH BEAM. 14.DROPPED BEAM. 15.HEADER b.IX OVER 2X TOP PLATE AT NON-BEARING WALL. T.DOUBLE 2X TOP PLATE AT EXTERIOR 4 BEARING WALLS. 2X FLOOR JOISTS. g 1 9.DESIGNED FLOOR TRUSSES. aaaa a a a a a a a 5 20.FLOOR 5HEATHIN6. - 2 G.I.FLASHIN6dROL TO WALL) 4 2 2.G.I.FLA5NIN6 AND SADDLE/CRICKET. 12 12 23.EXPOSED BEAM. 4 25.2X 6 4 SOLE PLATE. ro 2 .2X P.TD.P.SILL PLATE. h 26.2X4 STUDS. - 21.2X4 CRIPPLES. 12 12 28.2X CEILING FURRIN6. 4 -�4 . 29.2X BLOCKING. Q' :\ 50.2x6 5TUD5. C fi TOP PLT. \ TOP PLT. 31 .PONY WALL.SEE PLAN FOR HEIGHT. ®a a a a a a a a a a g 32.BALLOON FLAWED WALLS.SEE STRUCTURAL FRAMING PLANS, Y I STRUCTURAL CALCULATIONS AND GENERAL NOTES. nAE (5)2X STAIR STRINSER.O. 54.PLYWOOD TREADS AND RISERS. 35.WINDER STAIR FRAMING W/PLYWOOD TREADS.BEDROOM 3 !� 45 36.RIP T DEK JOISTS FOR ER PER FOOT SLOPE. 4 m 21 LOFT/ OPT. � 3T IN£5 BALLED TO MANUPAGTURERSLSPEGIFIG�A�TIONS RAT DECK '18 �' 7 BEDROOM 5 38.2X "NAIL SPACED"DECKING.� 40 2439.CONCRETE FLOOR SLAB. lTOP PLT. Gj40.36uHIGH GUARDRAIL PER GB.G.509. P� b = 4 I .54-55 NIGH HANDRAIL ABOVE NOSING GB.G.10033.9 .FIN.FLRFIN.FLR. 42.FIBERBATT INSULATION-SEE ENERGY COMPLIANCE SHEET.TOP PLT. TOP PLT. 43.EXTERIORFINISH,REFERTOELEVATIONS 44.EXTERIOR OFIT(SEEELEATIOW.45.SHELF,1/2"GYP.BOARD OVER 3/5"PLYWOOD. AT DECK 15 4H 26 46.PROVIDE I-HOUR FIRE RESISTIVE CONSTRUCTION UNDER STAIRS F' OPT. Q 44 13 28 5/BAT�PE�,W]ENCLOSED USABLE BOARD W� C.B.C. D COOLER NAIL5 AT'1.O.G. - 14 I4 - 41 33 47.5/6'GYPSUM WALL BOARD y GREAT _ _ ENTRY = BA. 3 GARAGE P 45.1 2"6YPSur+WALL BOARD HOUSE ROOT i q q DINING Q 39 46 30 49. BE 5/S"TYPE.GYP.B FIRE SEPARATION D�bd COOLER NAILS ATO O.G. -_ 50.FIRE SEPARATION BETAMN 2ND.FLR.4 GAR.CL6.AND 99 HALLS SUPPORTING 2ND FLR.TO BE 5/0"TYPE'X"GYP.BD. f I 7 V FIN.FLR FIN.FLR. FIN.FLR. ATTIC F.A.W. NOTES I. FURNACE SHALL BE L15TMP FOR INSTALLATION IN ATTIC,OR IN 2 /� A FURRED SPACE. ca ilk SECTION D SECTION 2 FURNACE SHALL BE L15TW FOR USE ON COMBUSTIBLE FLOORING. SCALE III`-r-o^ SCALE:1/111=11- 3. ATTIC OPENING AND PAS5AGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY. 5. FURNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC o0 OPENING. 6. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"x 50'MIN. IN FRONT OF EQUIPMENT. t---12 12 4 T. VENT THROUGH ROOF A MIN.OF 5 PT.ABOVE THE HIGHEST VENT U F U I COLLAR WHICH IT SERVES. a c 4 4 5 e. FURNACE INSTALLATION SHALL MEET ALL L15TED CLEARANCES. C. gyZ co m+ phi b 4 In 12 I�4 Q RAISE PLATFORM AND PASSAGEWAY FLOOR`..U"IGIENTLY SO C. A INSULATION BENEATH WILL NOT BE GOMFRE55ED. LLJ GENERAL SECTION NOTES TOP PLT. TOP PLT. 'o- -03 Y _ L REFER TO STRUCTURAL E146INEERS DRAWINGS,DETAILS AND 4T Q NOTES FOR INFORMATION NOT SHOWN HERE. }} 1 6 26 pp F 2. REFER TO 7RU55 DRAWINGS FOR INFORMATION NOT SHOWN. Y 2 v - HER£. Wj a 2 21 9OMASTER 7 BEDROOM �' s) ® BEDROOM I 1 2 12 3. SECTIONS REFLECT THE"A"ELEVATION U.N.O. „1 Q}I� N I 21 4. ROOF SLOPE(S)AND OVERHAN6(5)MAY VARY PER ELEVATION. ygq� wz� 4 REFER TO THE ROOF NOTES AND ROOF PLANS AT EA.GH } Q Y ID Q �I 111LLL ELEVATION FOR MORE INFORMATION. 0.IL�QQ O CL h a 42 O� Wm FIN.FLR. FIN.FLR 5. TYPICAL DIMENSION FOR A HEEL TRUSS. TOP PLT TOP PLT. TOP PLT. _- O d p _ ...- (DIM.FROM TOP PLATE TO THE TOP OF TOP CHORD). 1I�1 �-DLjL ' w p JF ZSyy�U W N t T 15 1S,DEEP Mum P T J � QOO Z BEAM BEYOND �_ }OF dP C) >O> O PROVIDE A I-MOM PIPE RAT=OCCUPANCY TOP P TE F f uU Q H �rf 4.d M U N KITCHEN GREAT DEN/OPT. AS REWIRED PPERSEOTON" 902..4��m+3) o S~�g Z S ROOM SUITE s 6 CODE FOR GROUP R DIVISION 9 AND OROUP U ��yUU1 AND TABLE 3H9 OF THE CALIFORNIA BUILDING E�I��N � /4♦ =W� Q DIVISION I OCCUPANCIES. 8m�„U d J i 57RUCTURAL MEM9ER5 SUPPORTING HORIZONTAL Wp V OGGUPANCY SEPARATION SHALL COMPLY WITH ��XIL�m m� 3 Z Q SECTION 302.2 OP CALIPORNIA BUILDING CODE. F W � L Z�y1 y coQO Y 34 iaW co, GARAGE Q o0 FIN.FLR. - PIN.PLR. PIN.PLR ~O � Qfz SECTION SCALE/C" SECTION SCALE / O" w Lo °z Oml 0 U 0 ELEVATION/ROOF NOTES I. 2xb FASCIA,SEE DETAIL. loneim 2. 2x8 BARGE,SEE DETAIL. AT DECK 3. 3 x6 EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. OPT. NOTE,ALL RAFTER TAILS TO BE E6UALY SPACED.FRAMER 41 TO COORDINATE WITH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH, 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. r______ ________________________ -7 (U GOAT STUCCO SYSTEM I.GB.O.M XXXXXXX a a a a I -/. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. i 1 � >j. EXTERIOR GRADE PLYWOOD SOFFIT. TYP. i ` �• j 9. TONGUE-AND-GROOVE SOFFIT. 5 I y�A TYP. I 10. SPACED x VERTICAL MOOD TRIM AT XX"O.G.OVER D.I 1 D. 22 O Te EXTERIOR GRADE PLYWOOD OR DA.BOARD. I 1. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. I 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. I TYP. 14• FOAM TRIM,SEE ELEVATION FOR SIZE. RIDGE ❑ i I 4 IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. AREA-2 D.I D. 16 16. BUILT-UP"CURVED"PLYWOOD TRIM OR MDO.BOARD. Q a a a a a a a a a a 1 3 6 IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. (2)O'HAGIN 1 �• 1 a � FL _ 1 16. YENT9 I 1 . I-I. PROVIDEPOTSHELF G.I�PLASHING AT ALL EXPOSED MOOD TRIM. H g AREA- ( C) v 20. CONTINUOUS 0.1.EXTERIOR PLASTER SCREED,SEE DETAIL. (10)O'HAGIN ©©) TOP PLT. L _ _ _ _ _ _I y__ _ _ _ _ 21. G.I.FLASHING ROOF TO WALL. 22. LASHIN&AND 1. VENTS 23. APPROVED FPPROVED TERMINATION NV SPARK ARRESTER FROM ❑� a 24X60 0FIREPLACE MANUFACTURER. AREA-4 It ii 1' D9 D9 D1 25. THM NTHET MA NSONNRRY VENEER. L H !{ L 26• SYNTHETIG STONE VENEER.I.G.B.O.• XXXXX 0 2-1. SHAPED FOAM CORBEL,SEE DETAIL. (U 11.A15IN I 1 26. SHAPED WOOD CORBEL,SEE DETAIL. d a a a a E<< a a a a VENTS 29. x MOOD P05T(5). T 21 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. L T 24 I 31� MANUFACTURED COLUMN. 41 I I TOP PLT. t � 1 91M. ��Q yiA 1 Db D _ __ _!_ - vs _ _ _ _ FIN.FILM. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. - - - - - - - -- - - -- _ 2 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. , i 1 4 TOP PLT. _ _ _ _ _I -� - _ IS _. _ _ _ - _ TOP MT. 34, METAL RAILING,5EE DETAIL. r j D.I L ✓'" I / .9, f 11 j 35. WOOD RAILING,SEE DETAIL. 36. DECORATIVE METAL,SEE DETAIL. w 1 J 3T. EXTERIOR PLASTER RECESS,SEE ELEVATION FOR 1 1 h LOCATION,DEPTH AND SIZE OF FINISHED OPENING. _ p RI'-4" N 35. G.I.SCREENED 4 LOUVERED'GABLE END VENT", SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQV. W [ I I Ib ATTIC VENTILATION CHART FOR MORE INFORMATION). K 0 I { p I 1 e 14 IT v'1 ' 59. S.I.51-REENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC as yi ff a' I I AREA-3 I D9 SIM. VENTILATION CHART FOR MORE INFORMATION). b 40. DECORATIVE(FALSE)VENT/LOWERED BOARD,SEE ` G I I I y ELEVATION FOR SIZE AND LOCATION. VENTS 1 1 4 1. G.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD �______ ______F, VERIFIED. 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. FIN.FUR. PIN.FUR. _ 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE S SLAB INTERFACE PLAN FOR TOE FTC.RETURN DIMENSIONS. O ID 44.LINE OF.2"WAIN5GOT.SEE ELEVATION FOR HEIGHT. 45. LINE OF WAINSCOT FURWO.SEE ELEVATION FOR HEIGHT.SEE ROOF �9r� PLAN /�/ {Ay ELEVATION }e�.M. /,(Ay �Ay SLAB INTERFACE PLAN FOR MORE INFORMATION. t�O O F 1 LAN 2-A FRONT L L E Y / �T(O N 2-A 46. G.I.RESLET FOR COLOR GOAT GHANSE. 4T. VERIFY TUB ACCESS PANEL,CORROSION RESISTANT, - d SCALE ve11•r-o^ xuE 1/a.°ro., VERIFY LOCATION. 4 SP?.N(SI-f 46 LINE OF INTERIOR CEILING OR INTERIOR WALL. v� 49. LIGHTEb ADDRESS SIGN. P\� EXTERIOR FINISHES p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND GORBEL5 TO BE RE5AWN.U.N.O.AND PRIMED PRIOR TO INSTALLATION/ASSEMBLY. 1=-j INDICATES SMOOTH STUCCO FINISH Q ROOF PLAN NOTES o/a z INDICATES 4.12 SLOPE UNLESS NOTED OTWZRY415F o O Q ON PLAN. ` 'Q J rn TYPICAL ROOFINS TO BE CONC.'S'TILE >a' U EAGLE ER-4660 Ld LL Q p I p TYPICAL ROOF OVERHANS AT RAKE CONDITION TO BE 12" Z W O w b y UNLESS NOTED OTHERWISE ON ROOF PLAN. O 0' TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" 1 p �I UNLESS NOTED OTHERWISE ON ROOF PLAN. .J z CD REQUIRED ATTIC VENTILATION - - CLUEQ w F THE ATTIC VENTILATION CALCULATIONS PER G.B.G.SECTION 1505.3 AS FOLLOWS (A)ATTIC AREA(SQUARE FEET). (5)DIVIDE(A)BY 300 AND m.LT1PLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES.DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTINS REQUIRED BOTH HIGH AND LOW Q ' .AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) dR (G)TOTAL SQUARE INCHES OF NET FREE VEWILATIN&AREA PROVIDED f �V BY GABLE END ATTIC VENTS.(SEE BELOW FOR MIN.50.IN.OF Q F $ LV FREE AREA FOR EACH VENT) ® -GABLE END VENT K 41d} Q (0)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY ROOF AIR VENTS.(95 50.IN.OF FRS AREA MIN.EACH VENT) a LL d d *HIGH VENT eLOyi VENT ©e*AREAS p m m (F)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROIADEP W F L Q J BY UNDER PAVE VENT BLOOKS.(12 90.IN.OF FREE AREA MIN.EACH) (1 � W_ J O EVENT BLOCK AT TRUSS BAY a, O LL D (P)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED Zf V)N PLAN A 8D G D E F �V " GVE rota 1U }F ` ' ® >01 2A" ARE4 V£NTINb VENTS O'HA6IN VEHT5 VGNT3 PROVIDE HS�d} `./ �Q ATTIC REA Z.PfJ(W. 6N WA H16N BMS•4T3 eM W12° AREA-1 1644 Nivw WA AWs•aTB WA s.i. a3 Nww a' ZO 111 w LTL AREA-2R ITb 169 WA tav (2H5•wc t Wn2sl, 190 wNEj"1WI w v) �✓ j0.W0.W 1aLL6(1111 •� �_W UJ AREA-$' ST 55 WA (1y,s•9s WA 5.1. 95 '•/ 2i z AREA-4R 52 50 WA (U95.95 WA1 9.1. 95 ��f a �O `V co V) NOTES: Idlf Q F 1.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON Z H ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM"REQUIRED VENTINS"AS LISTED ABOVE 15 PROVIDED NHEN d,d,nn City Of Lake Elsinore FREE VENTINS FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. a2 Planning Division Approval 2.ALL VENT OPENINSS SHALL BE COVERED W/1/4"CORROSION UU11 RESISTANT METAL MESH.(IF MESH 19 LESS THAN 1/4'THEN THE �j W R NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW Approved By:I ,'' ",,f;✓ti FOR REDUCED AIR FLOW) I 3.FRAMER SHALL Be RESPONSIBLE FOR COORDINATINS M TRUSS MRR.TO ACCOMMODATE ALL ATTIC,VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM . WHEATHER-PROOF AND WALL MOUNTED LOWERS SHALL BE e y... AND FLASHED WITH"MOISTOP"IN THE SAME MANNER PRESCRIBED gI ^ FOR WINDOW INSTALLATIONS. cTi cDf '° S.PROVIDE APPROVED INSULATION DAMS(BAFFLES)WHERE PENT BLOCKS Q, c> ARE USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES z2 u� (v'2 FROM BEINS BLOCKED BY INSULATION. b.LOCATE HIGH VENTING MINIMUM V-O"VERTICAL DISTA40E'.'I ABOVE EAVE VENTS. y cm T.PROVIDE AGCE95 AND VENTILATION PROM CALIFORNIA FRAMED AREAS m TO ADJACENT ATTIC SPACFS.REFER TO STRUCTUAL DRAWINGS FOR p FOR SHEATHING PENETRATIONS. i I I Q Q Q Q Q i n i TOP PLT. TOP PLT. L_Ll �7-SY 4X40 77 QI T O T T AT ENHNG. aaaa aaaaaaa T ip I T1 ® IN.FL FLR. FR - _ `I©®'_ - - --- -- - - - - - - - - 4 _- - - ®L- - - - - - - - - 16 - - - - - - - - - - - - - - - - - - - - - - - -F TOP PLT. TOP PLT. 33 - - - - - - - -- - - - - - - I�=II III r b 14 __ ________ ___ ____ __ 41 p yg D3 ,� W T IX4 LINE OF FENCE VERPIPY LOCATION t W G - i - - O m 'v E ^� a 3 O C I I I FIN.PLR. FIN.FLR - - - - - - - - - - - - - - I I i a) 1� REAR 2-A LEFT 2-A SCALP I„".,•-0" SLAL � � C p Q W o og Z9 NQ rn Db _ ZZ= C C 'd I o 02 m v L', Q Ld = ry/ry JW 11.eWJ 1 T E d d TOP PLT. } �" IQH �= N h< mod~ a Q <a o IX4y _ �g8� C N U- iiJ J IX4 �__ -�,�. - L L ,(7��{FZIgj1 �_ J/ D7 4 Tyr. PIN.PLR. 0' WAR}Np - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ i � ® � O - - - - - - - - - - - -- - - - - - - - - - - - - - - - - I - - - - - - - - - _ - - - - TOP PLT. mQN Z WOu D9 ED TYPZZC`UWW -w7 JWIfJLINE OF FENCE ��tt__ LFY LOCATION_ __ _ ____AT____1;r � ________________ ______ _____ ____ _ ___ - X� ____ _ W � co p IPH.I ___ ry S }F U On'l ELE6.IT.V.� BEDROOM 4 0 3 _ ieAfJI I I .3 �d FIN.FLR d I I d . -- - - - - - - - - - - - - - - - - FOR PE >U1!vCE 111uuu�a I� SCOTT FAEEKAS�;,�,SOCIATES, ; p' � ity Of Lake Elsinom o od DATE aF PlaningDiisionApproval i ne bay RIGHT //— e - -- o A voa s t 's as 9 Pei Approved BY: I.{� se aLE va^.Io -ai oy al aPN cab y 0 0 1 w II - these pl s 4 ��w I ante: �(t', 11 or iance ai., 0 �zuu ■ @ U m O ELEVATION/ROOF NOTES ia,leaz NOTE: ALL EXPOSED RAFTER I 2xb FASCIA,SEE DETAIL. _ ____ 2. 2xb BARGE,SEE DETAIL. AT DECK TAILS TO BE EQUALLY SFACED. 3. 3 xb EXPOSED RAFTER TAILS NV SHAPED ENDS,SEE DETAIL. - OPT. NOTE,ALL RAFTER TAILS TO BE EOUALY SPACED.FRAN4EIR 41 FRAMER TO GOORD HATE rO COORDINATE WITH TRUSS ENGINEER. 4, EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. _- __ __ ♦ 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. -- -- ------------------------------ 1 WITH TRUSS ENSINEER. b. (U GOAT STUCCO SYSTEM I.GB.O.»XXXXXXX a a a a I I ?. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. ` L❑ H 8. EXTERIOR GRADE PLYWOOD SOFFIT. 1 9. TONGUE-AND-GROOVE SOFFIT. tiA y j 1 10. SPAT-ED x VERTICAL WOOD TRIM AT XX"O.G.OVER ISRADE TYP. I I. EXPOSED WOOD CORNER TRIM,SEE EXT.FIN NOTES. j ti 6 22 ♦e I D. O I 12. EXTERIOR GRADE PLYWOOD OR MVO.BOARD. 1 13. OOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 7\ 1 1 W 4, FOAM TRIM,SEE ELEVATION FOR SIZE. I O 1 4 15 EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. AREA-2 D.I D. I6, BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. g TYP. as as Qaa aaaa , (2)O'HA61N I L H H L IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. 18� POTSFELF,SEE DETAIL. (2)O. i \a I 19. PROVIDE&.1.FLASHING AT ALL EXPOSED Y400D TRIM. VENT3 I AREA-I 20. GONTINUOUr D 6.1.EXTERIOR PLASTER SCREE ,SEE DETAIL. I H 1 TOP PLT. 1 0 1 (10)0'HA61N 22. 6.1.FLASHING AND SADDLE/CRICKET. VENTS ,/ 14 23. APPROVED TERMINATION GAP A/SPARK ARRESTER FROM 41 I K 1 IS IXb 24. M FIREPLACE ASONRY VENEER. MANUFACTURER. 1 25. THIN-SET MASONRY VENEER. 11 AREA-4 \ ♦♦ I1 a a 11 -_� 4 OS 4' __- 6 A C.B.C. XXXXX . SHAPED FOAM CORBEL,SEEDETAIL. 2 0 2 > (1)O'HA&IN DS D IT _ 20. SH D C APE P400D ORBEL,SEE DETAIL. a a a a a a a a a a a VENTS 1 I 29. x Y40017 POST(S). 1 30- EXPOSED WOOD BEAM WITH SHAPED ENDS. Q 'yi TOP PLT. b 21 31 MANUFACTURED COLUMN. I ,Z♦ A _ _ - _ _ _ _ _ _ 11 SIM _ _ _ - __ _ _ - __ _ _.. _ _D.I _ _ _ _ FIN.FLR. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. Ig _ 35. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. _ - 1 4 TOP PLT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP PLT. 34. METAL RAILING,SEE DETAIL. j D.I L 1 .'i - _ �1 35. WOOD RAILING,SEE DETAIL. '2�2 _ 36. DECORATIVE METAL,SEE DETAIL. w& 3T. EXTERIOR PLASTER REGE55 SEE ELEVATION FOR 0! _ �- 14 Is _ `--- LOCATION,DEPTH AND SIZE OF FINISHED OPENING. __________ _____ K I D9 - - 38. SEE ELEVVATIONSOR VENT 9E AN AT F12D LOCION!(SEE REQT7. w I I = Ib 20 12 ATTI C C VENTILATION HART FOR MORE INFORMATIOW. g I I 1 s Db 19 C.I "s 34. 6.1,SCREENED ROOF'AIR VENT.(SEE REQUIRED ATTIC a 4 'Siq i AREA-3 - 91 D.I S VENTILATION CHART FOR MORE INFORMATION). a - --. d I I �� . �_o - 40. IVE(FALSE)VENT/LOUVERED BOARD,SEE gyzi I (1)OHAGIN - c ..• D EYOAT ON FOR SIZE AND LOCATION. I I VENTS - / 4 1. or-L GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD k - _ --- - � VERIFIED. � h 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. g FIN.PLR. S/ _ - _ _ _, __ _ - _ _ PIN.FLR D I - 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE v SLAB INTERFACE PLAN FOR TOE FTC.RETURN DIMENSIONS. TYP. SIM. 20 26 I2 IB 44.LINE OF r2"WAIN5GOT.SEE ELEVATION FOR HEIGHT. 1 D.5 DH 45.LINE OF WAINSCOT FUIRR'6.SEE ELEVATION FOR HEIGHT.SEE ®®� N ELEVATION2-E3 FRONT - SLAG SLERF N PLA FOR MORE INFORMATION. 46. G.I.RE6LET FOROR COLOR GOAT CHANGE. - P SCALE va^-r-o^ 4-I. MECHANICAL TUB ACCESS PANEL,CORROSION RE5I5TANT, ECAle va".1c" VERIFY LOCATION. V T?.L. /�� 48. LINE OF INTERIOR CEILING OR INTERIOR WALL. 49. LIGHTED ADDRESS 516N. EXTERIOR FINISHES aleroo p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND CORBELS TO BE RESAYW.U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. (m Ml INDICATES SMOOTH STUGGO FINISH Z _-W m� = 0 ROOF FLAN NOTES oo o j INDICATE5 4,12 SLOPE UNLESS NOTED OTHERWISE /�Ipz o� ON PLAN, I V Q y TYPICAL ROOFIN6 TO BE ONG.'S'TILE 'S+' U G ' EA6LE ER-4660 W Z 5 'O TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z W J awa m UNLE55 NOTED OTHMN15E ON ROOF PLAN. A TYPICAL ROOF OVERNAN6 AT SAVE CONDITION TO BE 12" Q E' m UNLESS NOTED OTHERWISE ON ROOF PLAN. LL J Z LL PC '-' o O o aQ. a REQUIRED ATTIC VENTILATION -- Q-LLx W x F THE ATTIC VENTILATION CALCULATIONS PER CB.C.SECTION 1505.3 AS POLLOW5, ..' (AI ATTIC AREA(SGIUARE FEET). (B)DIVIDE(A)BY 300 AND MULTIPLY BY 14-4 TO CALCULATE THE TOTAL y REQUIRED HE FREE VENTING AREA IN 5QUARE INCHES.DIVIDE TOTAL F BY 2 TO GET'THE NET FIRM VET-MN&REQUIRED BOTH H16H AND LOW -AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT UBED) (C)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED K F CV BY 6ABLE END ATTIC VL41T5.(sm BH30W FOR MIN.5Q.IN.OF dFF}} FREE AREA FOR EACH VENT) ZO a&ABLE END VENT W Z F CV (D)TOTAL SQUARE INCHES OF NET FRB:VENTILATIN6 AREA PROVIDED dyy d} Q BY ROOF AIR VENTS.(95 5Q.IN,OF FREE AREA MIN.EACH VENT) LL LL Q{ OO Q.HH6H VENT FL].LOY4 VENT ©•*AREAS �g 8m cAl (E)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED f,.�LL /� J BY UNDER EAVE VENT BLOCKS.(12 50.IN.OF FREE AREA MIN.EACH,) IU Qa � (F)TOTAL SQUARE IINC 4ES Of NET FREE VENTILATINS AREA FRovIDED ddll o = Ni- ' _ / I PLAN A B G D 1! F �a � J o o Z /; ' b. Tr1c Rep sµe« wA GAp 12 EN1e� rsmn,ss.awT°s «oew« rwwaEAAIA�'vec.�e a43To1r9u0L«e N RIFO'2B >9 rn m.rJ .l OIN (�.IW 60F6. 2660F AREA-1 1625 IRuN I R , V/------ ---1 i liZ AREA-2R Tb I69 WA QN ' J w V / \ I AREA-5 k 5T 55 WA ns•,s wA a 95 OWC{INmU 1� / \ AREA-4 R 52 50 WA llns•,5 W�y1. q5 Y y o¢ Q iV�R II /6EDROOM 2\\ g ooM Q \ NOTES: �IUd I.NET FREE VENTING AREA PROVIDED EACH ELD VENT IS BASED ASSUMED VENT SIZE AND FREE AREAS.S.FIELD VERIFY THAT THE - _ MINIMUM"REQUIRED VENTING'A9 LISTED ABOVE 19 PROVIDED Y44ENdd� \ I FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. L--- _-J 2.ALL VENT OPENIN&5 SHALL BE COVERED YV 1/4'CORROSION LL - ---- -J---- y RESISTANT METAL MESH.(IF MESH IS LESS THAN I/4'THEN THE 1w{1t J NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW Hp _ 4'-2' 2'-b' 4'-b' /� 7'-2' I'-10 2'-b' I'-10 2'-5' b'-10" 2'-I" 2'-S' Ib'-2" 2'-3' FOR REDUCED AIR FLOW) _-__ ----- REFER TO BASIC PLAN FOR 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATIN6 YV TRUSSNOTES,DIMENSIONS,AND City Of Lake Elsinore MFR.TO ACCOMMODATE ALL ATTIC VENTS INFORMATION NOT SHOWN Planning Division Approvei 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM WHEATH r=F ER-PROOF AND WALL MOUNTED LO 5 SHALL BE HERE AND FLASHED WITH'MOISTOP"IN THE SAI.4E MANNER PRESCRIBED c S Approved By. FOR WINDOW INSTALLATIONS. tv - d 7 5.PROVIDE APPROVED INSULATION DA145(BAFFLES)WiBRE YEW BLOCKS' ARE USED BYE ETEhI ROOF FRAMING MEMBERS TO PREVENT VENT HOLES R W �'e FROM BEING BLOCKED BY INSULATION. A �fl N ■ SECOND FLOOR ADDENDUM 2-B FIRST FLOOR ADDENDUM -B e / 6.PROVIDE ACCESS AN VENTILATION FROM CALPORNICE nLQ�GATEy (,� (i` ABOVE SAVE VENTS. d a y 1.PROVIDE ACCESS AND VENTILATION FROM GA,LIFOIRNIA FRAME 1 AREAS m U m SCALE-1/4-1'-0" SCALE-.V4"=I'-o^ TO ADJACENT ATTIC SPACES.REFER TO STRtGTUAL DRAWINGS POR O FOR SHEATHING PENETRATIONS. 1. NOTE: ALL EXPOSED RAFTER TAILS TO BE EQUALLY SPACED. FRAMER TO COORDINATE a a a a WITH TRUSS ENG 1 NEER. t 4 z n f --- aaaa aaaagq< I TOP IT., TOP IT. J. AT 5 O A _ _ i1 EJHNG. .5 �sf __ - - - - - _ - - - - _ — — J5 _ — FIN.FLR FIN.PLR — - - - - - - - - -- - - - - - __ - -_ _ — _ - - - - - - - — - - — - TOP PLT. TOP PLT. _= 4•T.p w 977. 83 LINE OP FENCE VMFIFY LOCATION - DIX6 —_ _________________________________ 1 s e _ r12 a X I MOM O 12 30 36 =. D.4 D.5 Sim. i REAR 2-B LEFT sCALe va°.ro•• SCALE v—P— M F� W, o A w 33 W w 3 ci d w �wJ z $ z F w I Y d d TOP PLT. d N a�i d Q ocn 7. Q O p h LL- cn J_ !n N \ - 4 TYP. City Of Lake Elsinore a p o o Z — — — — — — — — — — _ _- ._ .-. __ — _ — — — — — — — — — — — — _ — ._ .-_ FIN.FLR. vision PP vaia~ / >rn _ — — — — — Planning Division A ro ® � - - - _ — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - — _ _ _ — TOP IT., g KZ cc m¢ Z W U N 5 _____ Approved By:: � Zak Q Q pg 7YP. '---'C� _ p 113 V M U ii W 3 -i a1 w to LINE OF FENCE it s '`.are: /J �'}}' g� 3CD V Q „YL4[IrY LOGA?'IQN_ _ _ '_i;_� _� _ _ _______________ ______ ____ ___ pQo Cc IpH,l II AT ____ t�I _� OJ ln� IELEd. T.V. GmROOM 4 T 14(� } '� O O M Q OPT. A--A 4--1 !{1 i11dF __ I TYP' `j I11LL71 y zz F- I,A — I- - - - - - — — - - __ — — - - - - — - - - - - - - - - - - - - - - - - - - - - FIN.FLR aLLLLLL111 V7 1�iy7�Fsir� D SCOII FAZE:,A :6dGCltii ES,I F RIGHT 2-B °4T - - b e d for adher SCALE va.i•o '.e o rd d e. Ajthl9 o^yo P' t to 'd'9 P [�v V by PP a`Cty _ f e P 7 a szd w ra[of tF e Pie of ; t or eF e. n) o —it e § e W pa .mac�i,ni U2 v ailtl. O' ELEVATION/ROOF NOTES--I. 2xD CI FASA,SEE DETAIL. ' _-------------------______ 2. 2x15 BARGE,SEE DETAIL. p AT DECK S. 3 xb EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. OPT. NOTE.ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMER TO COORDINATE WITH TRUSS ENGINEER. 41 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. a a a a EI)XTERIOR SIT DNOb,SEE EXTERIOR FINISF£S NOTES. 1 b. EXTERIOR GRADE PLYWOOD SOFFIT. 1 11 9. TONGVE-AND-GROOVE SOFFIT. `, `t 11. :XTERIOR'SRADEACED IPLLY�DOR TRIM MD.O.BOARD.OVER 6 Z2 ��� 1 I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. O 1 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. RIDGE �I I� 1S. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. IT 14, FOAM TRIM,SEE ELEVATION FOR SIZE. i I y p D3 22 I5• EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. 3:13 16. BUILT-UP"CURVED"PLYWOOD TRIM OR MDO.BOARD. �I AREA-� I 1 T,/p = IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. V a a a a a a a a a a (2)O'HA61N J a Q a 18 POTSHEIF,SEE DETAIL. VENTS I' i v 19 PROVIDE G.I.FLA5HIN&AT ALL EXPOSED WOOD TRIM. 1 12 gREq_ -� 20. CONTINUOUS 0.1.EXTERIOR PLASTER SCREED,SEE DETAIL. ` 2 I. 6.1.FLASHING ROOF TO WALL. m I �_' TOP PLT. p { a TYP. (M)O'HA6IN - - - -.- - --- - - - -- - - - _ 23. A.I.FPPROVED&AND SADDLE/ W/SPARK ARRESTER FROM n - - N TS I M AGTURER. 24. MASONRY Ci EHE2 V D2 i - . 2 . THIN-SET MASONRY VENEER El . 19 StM. II �. 26. SYNTHETIC ER STONE VENEER.I.G B.O.• XXXXX J T 0 2T. SHAPED FOAM CORBEL,SEE DETAIL. Q a a a a a a a a a a d, 2D. SHAPED WOOD CORBEL,SEE DETAIL. 29. x WOOD POST(5). r1 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 'Sj a TOP PLT. I9 14 31• MANUFACTURED COLUMN. -_ - - - -21 12.1 FIN.FLR-N, 32. PRECAST COMPONENT/TRIM,SEE DETAIL. TOP PLT. 53. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION.II TOP PLT. _ - - - - - - - - - - - - __ - - - - - - - gp, METAL RAILING,SEE DETAIL. 35. WOOD RAILING,SEE DETAIL. IX4 28 �\ ' 10 11 22 3b, DECORATIVE METAL,SEE DETAIL. - I 2: D9 3l. EXTERIOR PLASTER RECESS SEE ELEVATION AND SIZE Or FINISHED NIN o op I 1 { L11 } H q S20 �. 15 2 _ _ _ - 36. 6OI LOCATION, S HLOUVERED'&ABLE END VBJTNIN6. 1 K 1 ❑ O Db SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REOVD w e LT I _ 2X12 D9 T ATTIC VENTILATION CHART FOR MORE INFORMATION). 18 &.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC < a" _ AREA-3 2 D.1 - - VENTILATION CHART FOR MORE INFORMATOW. a b I I (U OWAbIN 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE I VENTS - - - - - - 4 1. 61.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD ail ELEVATION _SIZE_ i______ ___ __r VERIFIED. FIN.FLR. _ FIN.FLR 42.LINE OF SYNTHETIC STONE VENEER.5EE ELEVATION. 22 I- - - - - - - - - - - - -- _" "� - - 43. LINE OF MASONRY VEER SEE ELEVATION FOR HEIGHT.SEE v Tyr. D SLAB INT'E92FAGE PLAN FOR TOE PT6.RETURN DIMENSIONS. _ 26 IS, 16 20 26 44. LINE OF.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. D.5 PLAN //� //� ELEVATION }p��`/�Ay ^ Dq.5 45. LINE INTERFACE WAINSCOT FUN F ELEVATION FOR HEIbHT.SEE R®�F 7�N f�-v/ F R®N T J�1..� Y I ♦T I®N -/ SLABSLTPon PLAN FOR MORE INFORMATION. `/ 46. 6.1.REGLET FOR COLOR GOAT GHANkSE. 4T. MECHANICAL TUB ACCES5 PANEL,CORROSION RESISTANT, SCALE"' "°" GR/�.PTSM,a.N GOTT�GI= VERIFY LOCATION. V J SCALE/4".,-0" 46. LINE OF INTERIOR CEILINS,OR INTERIOR WALL. 49. LIGHTED ADDRESS 51&N. - EXTERIOR FINISHES CanALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,P05TS AND CORBELS TO BE RE5A V4+U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. in INDICATES SMOOTH STUCCO FINISH Z I 1 I SEEIDETAILSCAL ING TO BE. 21 22 29 Up ` I I I D3 o -- - I - 4i ROOF PLAN NOTES „o= oo L - ` INDICATES 4,12 SLOPE UNLESS NOTED Q rn'" aa - �- /j3 TYPICAL ONTO BE FLAT GONG.TILE ` V> UC y U < O EAGLE ER-4680 J Q Q q p I TYPICAL ER ROOF OVERMANS,AT RAKE CONDITION TO BE 12" w O ct UNLESS NOTED OTHERWISE ON ROOF PLAN. W a ' TYPICAL ROOF OVERMANS,AT SAVE CONDITION TO BE 12" Z LL q �I UNLESS NOTED OTHERWISE ON ROOF PLAN. _J O O o A - REQUIRED ATTIC VENTILATION CLu-of w F Q I _ 7+E ATTIC.AS FOLLOWS,VENTILATION CALCULATIONS PER GB.G.SECTION 1505.3 os (A)ATTIC AREA(sGEIARE FEET). (5)DIVIDE(A)BY ZOO AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES,DIVIDE TOTAL BY 210 GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. 2' - -------- .AREA DIVIDED BY I50(NiIGH AND LOW VENTING NOT USED) <Ld' (C)TOTAL SQUARE INCHES OP NET PREE VENTILATING AREA PROVIDED I1� K F CV BY GABLE END ATTIC,VENTS.(SEE BELOW FOR MIN.50.IN.OF lU F}2 PR W AREA FOR EACH VENT) ® .SABLE END VENT1- (D)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY ROOF AIR VENTS.095 Xi.IN OF FREE AREA MIN.EACH VENT) ElVENT�•LOW VENT ©•%IE AREAS to "-Llm o' cf) ;E)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED �ILD P^ J BY UNDER SAVE VENT BLOCKS.02 50.IN.OP PWM AREA MIN.EAC VH) Qd 0 u- J J_ / I \ 5 .VENT BLOCK AT TRU55 BAY W H' Z � 5 ' I J �d11 _ (P)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED to O J PLAN Arnc R$c�o GAeLe e-«° D eE a o�Al. N}�R a.�pM J ® >m o "2(i' ARE4 VENTING VENTS OHPbIN VENTS VENTS VEI TINE F Q 9 L -- - ` 2090 FO- y 505b FG. I (Gm.PTJ M&IN) (W.INJ I- E 1 r - (8@.INJ (G61NJ (80.'INJ (� a,3 wUN Z L yl _ 9no weN wA rsws"a,s la z. +Ts «leN o II 1 I III II aN wns W� Q �JL- - ZZ UAREA 265 W44 4 6 e AREA-3 61 954 I I 9 4 I WA AREA-4* ? W>~ a Y I `V Q I I BEDi2�OM 2 I � Fp �- oov I T'-O' 24' NET PREEE I NOTES: Q Y ' 48 51 I 42 I 1. I SED ON ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAAT THE ( H} I I City Of Lake Elsinor MINIMUM 'REQUIRED VENTING"As LISTED ABOVE IS PROVIDED WHEN $d4!_ .. .. - - ------- ---- Planning Division Approval FREE VENTIN&FOR INDIVIDUAL VENTS 19 DIFFERENT THAN ABOVE. L- -----------J---- - J 2.ALL VENT OPENINGS SHALL BE COVERED PV 1/4"CORROSION , 11 - RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4"THEN THE -1.�----- Approved By: I,.vt NET FREE VENTING AREA OF VENT MUST BE INGREASW TO. W -� _ 5'-D• 5'-b' Wit W-I I' 4'-6".'z' 4-II' I'-lo 2'-b' 1'-10 I'-10 I'-D' 416' 2'-5' � FOR REDUCED AIR PiOWJ REFER TO BASIC,PLAN FOR .J 3.FRAMER SHALL BE RESPONSIBLE POR COORDINATINS iW TRUSS�'=e NOTES,DIMENSIONS,AND .� MFR.TO ACCOMMODATE ALL ATTIC,VENTS ° ;s INFORMATION NOT SHOWN Z 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM HERE WHEATHCR-PROOF AND WALL MOUNTED LOUVERS SHALL BE.SMAL= nO AND FLASHED WITH'MOISTOP"IN THE SAME MANNER PRESCRIBED o z o a d FOR WINDOW INSTALLATIONS. " 5.PROVIDE APPROVED INSULATION DAMS(BPf'PLE9)Y4EIRE VENT DLOCKB. '\ -'„a.hle ARE USED BETYEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOL.Ebr ssslll �..z�, R, -- PROM BEING BLOCKED BY INSULATION. q a y -e SECOND FLOOR ADDENDUM 2-C FIRST FLOOR ADDENDUM 2-C 6.LocAre H19H,ENTI�MI"1�M$'-0" ,�TG,LD'STANGE O o ABOVE EAVE VGN1S. Ci y N T.PROVIDE AGGESS AID VENTILATION PROM CALIFORNIA FRAME AREAS m S m SCALE 1141=I'-0° SCALE.114"•1'-0" TO ADJACENT ATTIC SPACES.REFER TO STRUCTUAL DRAWIN5S FOR O FOR SHEATHINO PENETRATIONS. I aaaa I n i --- ��� aaaa aaaaaaa 4 TOP PLT, TOP PLT. h I Z 1- 14 I 19 14 i D3 .9 D 15 4 7 I + 21 ____ __ - a a a a aaaaaaa F o m _ YYYY 0 AT EENKW- -'. .. Ib _ - -1'____-'--- IN ib -. FIN.FLR. FIN.MR. _ f TOP PLT. TOP PLT. ____ r 22 ID 1 06 - o \� py 14 AT.ENLINE AT.ENNNC. 9XI4 ZXIZ W T IX4 _________LINE OF FENCE VERP----YLOCATION-___ __ -'0 2XI2 _ _ 20 m P I FLR. PIN.PLR ILIZ D.4 REAR 2-C LEFT 2-C : SCALE I/4"•I'-0" � I SCALE I/{•.I.-O" � '�\ I� Q O W O OO�11 4 �C) n Db 29 - H x . c6.� a Z= C A d o ZO2 w o Q _ _J>F- o CL JW o ,,. W—1 Z N x E W I pp IXi TOP PLT. p KF� C\ a a~ZF C� Q} Q 2X4 15 2. 9X4 a�o�=QQ I QV2 OdLL w IEE3 � Q/ 5,t2X Lez 4 TYP FIN.FLR. Ida}� ® >0, C PLT., ~ _—= D.I 1 TOP . Q vi 1�1PPI 6q� /��� w U N Tw TYR g 2 uWQR N II I Ll l=__ 3C7r _ LINE OF FENCED3 M Z ---------------- ---- ------ ----- W---- - ---- _ z `V C,a� IELEb.IT.V_ EEDRDOM 4 - OPT. O R 4pQ0 OOv _ I I II FIN.F-R.IL a RIGHT( City Of Lake ElsmorE �1 G H T v�srrh$Mvision APProvai 2 C e EGALE V4 I.O �� S o O ✓ Q NOS F r I ae V4 d3U of s'ch Q 2 i �/'I G V x p 0 aaaa ' I,'-4• I�,-Sn " aaaa AAAAA a1 PORGH vk 71 aaaa aaaaaaa =; Eli 10 OPTIONAL DECK =g U r SCALE.I/1"= SLAB I NTERFAGE P 11-4 U q 34 4 h y7a-��F \ I ——— \\ mfflmm OPT, DECK 2-B i�.�RT1.4L R16HT P?.RTI.4L R�/y.R l OPT.1ZZSDO — / FR.DR.TEMP.&L. C N.' DE' RISHT Slim FIXED. o I z � a 0 Q u U � I —Jo OPTIONAL DECK �z M z L SCALE.1/1-1'-O" FIRST FLOOR p rc IT-4' 11'-S' 10 0 d>> QFZ .5 �DWm m U) ...... 1771 1 '� z%i L.L M0 I � 5� J E z - o DECK o InaI�}o O "o O .__ 4 D.5 Tdf t➢Q 0 a U�accS I p 5 I 6L.DR TEMF. -P B d w V -Q' m � � P 4 FIc Dle TEMP.oL. �' i0 O I I LEFT SIDE FIWJ� I dl�=pj do m � III I Fz d I rl H - o d 1� � I 0 . APPROVED d FOR PERM!T',SSUANCE SCOTT FAZEKAS&ASS OCIAToS,INC OPT. DECK 2-C OPT, DECK 2-A OPTIONAL DE P�.RTI?.L_ RIGHT P�.RTI?aL R��R xAE . -0" P?.RTI?�L RIGHT P,4RT1AL SEGOND FLOOR SchLE� r-a s cm F U O U 6 Oz o� cm U� I NOTES 1CAD%Z e� D j/, INDICATES DROP IN SLAB(SEE DETAIL.) VERIF�YMINIMUM FOUNDATION DEPTH,WIDTH,REINFORGIN6 STEEL AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS 40'-0• AITH THE SOILS REPORT. a a a a 2'-4• 12--0- 2S.-6" 3'-6" 3'-1" f C. REFER TO STRUCTURAL I 'CATION 4 �"G' ASP ENGINEERING DRAWINGS 4 � srooP �I 1 4 FOR INFORMATION NOT SHOWN HERE a a a 4 a IK11<1 _ I L 0 4 � f4' FOR HARDSGAPE INFORMATION REFER TO PROVIDE CONDUIT UNDER� ISLAND GouTrrER LANDSCAPE PLANS Q Q Q OF KASTE 7 4 ✓ AT HATER CLOSET Y ' ALTER LINE .. o 3 � Z it a q-0• �-4 J 2'-6' I6'-0' 214• � 7 O y �'IkX 4 = 40'-0' O GONG. J '•� STOOP h SLAB INT ERFACE E ADDENDA DA p C SCALES I/1"=I'-O" 4 r REFER TO BASIC PLAN FOR a NOTES,DIMENSIONS,AND INFORMATION NOT SHOWN /'� li Z HERE \ J } O a O I I' I II�� REGYGLIN6 1'1 D I > .CONTAINER tr 'SPACEIf- LLJ C A F W U a b O Z Q F y O O E- x Rl y 'n 0 0 � O ,q a O 0. 4 en z COV z N � 14 - Fi� O -7 u o W Q} 4'AI �i12 TF O GONG. O }} Q 6N 4b• N 4 14'-6" 4• W-O- AALK N N 0.1L QQ O N 4- 7 11� obi '' � Q� D Y - ATE V- �� _ p O 0 a~ mL) Z '..d..OPE SLAB ~ �y toy cc w U Ln v 4 0 0 2" (' O L < Q =JM V Y'I1 CD 0zv Q 5 ma^ Y 6 MIN gcc 3 I'-0• 216- 16'-0• 7-4- W-6• I'-11• 6110• P-II' T-0" 6 2-T• I6'-2' 216' I'-10 IT'-4" 22b° I'-10 IT-4" 2216' 'v':3 a r; pena, 40'-0• 40'-0• pLI-ased a c0a - d 0 gc�2 01, S 2 W SEE ADDENDA FOR PLAN -_d :o gi SLAB INTERFACE ADDENDA B SLAB INTERFACE PLAN A GHAN&E PER ELEVATIQN. nso, SCALE:1/1°-1'-0" SCALE.V1 1'-O' Z C O PROVIDE A TOUR FIRE RATED OGGUPAN GY FLOOR PLAN NOTES 5EPARATION BE R SE,DY'ELLIN6 AND GARAGE iwmro� A5 RECtl11RED PER SECTION 302.4(EXGLTTION 3) g C g (y CODE POOR GROUP RR 5-5 OF D V 510CALNP3 AAND RNIA�6ROW U VERIFY IDTH AND DEPTH IF BUILT-IN REFRIGERATOR.SUPPLY. 3. 3. 3, Z.S DIVISION I OGCUPANGIEB. 2.PANTRY.5EE INTERIOR ELEVATIONS. 5TRL'GTUKAL MEMBERS 5UPPORTIN6 HORIZONTAL 3.30'SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, OCCUPANCY SEPARATION SHALL COMPLY WITH LIGHT a PAN(VENT TO OUTSIDE AIR). SECTION 302.2 OF CALIFORNIA BUILDING GOOF. 4.SO'COOKTOP PV METAL HOOD W/LIGHT a FAN NIE TO OUTSIDE 40'-0" -0' 5.36"NTGOOKTOP kV DOIYAIDRAFT PAN VENT TO OUTSIDE AIR). a a a a 25'-b" b.90'GOOKTOP(DROP-IW W/METAL HOOD W/LIGHT a PAN 2'-4• 12'-0• (VENT TO OUTSIDE AIR)W/96"BUILT-IN OVEN(BELOW). 1.5TD.MICRO/OVEN COMBO W/OPT.FOR DBL.OVEN SPACE T-2• b" 6" 215" 1'-0 10--6' 1'-4• 4" 14'-0• 8" IO�• e.36"MICROWAVE/HOOD. 9.OPTIONAL TRASH COMPACTOR. 2-I0" 4-l° 4H5" 2-6" Sb" 5'-0" I'-b• 5b• 5'-0" 2'-4• 5'-2" 5'_6" 10.OPTIONAL RECYCLE BIN. I I.5b"TUB/SHOWER A/WATER RESISTANT WAINSCOT TO'72" ABOVE DRAIN U.N.O.PROVIDE SHOVER CURTAIN ROD U.N.O. 12.HOT MOP SHOWER PAN.SEE PLAN FOR SIZE.TILE TO 72" --- 040 P.0 I 5L I R.TEMP. I 13.HAND BUILT TILE VE DRAIN N t 60b0 SHOWER.SEE PLAN FOR SIZE,TILE TO T2" f}---�� ABOVE DRAIN U.N.O. a a a a a a a a a a a _ ---` �r�' Q -4 A OPT.2gg0�� { r- I -_� Q 14.g0"X 42'OVAL'NB YV CERAMIC TILE WAINSCOT.PROVIDE - --.- -------- JI--IL _ 5D50 5L?�C 30�o P.6. LOCK T it r y FR DR S.N. 6 F.G. S.H. 5L." rr MOTOR ACCESS PANEL A7 OPTIONAL SPA/HYDROMA55,4. 7 YV 2660 51 ACCESS PANEL. I Q T I x 26 0 is. SHATTERPROOF LASS dR R.ENCLOSURE. NTOSURE. ... ' ZO AND LOCATION Or CITE TEMP. p GLb. ----�-�-�- -- A. - I O �'� O - o I .•p o n I NOOK I / vLlv�690 51De �. ' b'_I 48 - ; i9.LINENJ EGA�LL1YsPAGeDINSNFJ..Iv�Es.ELEvrrlONs. n ILL LINE OF GL6. N J m I DESK 9'-I"GLb. / 46®_," - } (_I n HT'CHANdE F---r='?%M BATH �� " I / gg• 31 19.PAL.'B'VENT TO OUTSIDE AIR. 4 I 2668 Q OPT.'&-W. 9L.6L. GL6. T'-0' 4 - I H I / 5. 20.WM 8'VENT TO OUTSIDE AIR. 0.FF N 2 1.PROVIDE A Ib"HIGH AD.PLATFORM POR"OR F.A.U.PROVIDE ~ 23 14 O I K 50 „ O COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR DUCT AS SHOWN ON HEATINS PLAN AS REQ'D FOR FA.U.ONLY. m I I0 g�_,pg DEN/OPT. it IF F.A.U.AND YVH ARE SIDE BY SIDE PROVIDE A"T"FLUMSIN6 Q AT I 15 I \\ FITTING AT F.G.AND A COMBO.B'VENT CONNECTION FOR DEL. Q<1 a a a a a a a a a BEDROOM 5 USE of EQUIPMENT.(VERIFY) I ry 16 q �- 96" el ry 9'-1"GL6. T 1 I _________- T I - 23.3"DIAL BUMPER PIPE `16HH YV MMIIN.12"EMBEDMEN R VENT. FAMILY b o GLb. 3g• 9 I MASTER 2,10" - T,�. 3 4 I it OPT36 24.TEMPERATURE 1 PRESSURE RELIEF VALVE. q 7 ,, ISLAND _ 25.14'x 6"&ARAbE EXHAUST VENT,SCREENED AND LOUVERED. - i BEDROOM -0 I _}, 26.DRYER. (MAX.14 ft.LENGTH INCLUDIN&(2)90 DEGREE ,I NI g,_,»GL6. Q ,, I 1�• -i 9'-I _ I OO 1 I ry q G.M.G.504.3. m .,.y>� I ,. I I OlO 6 i N b'-1 a6 39 30 A ` 27.PROVIDE RATER a WASTE FOR WASHER. �•r/" 8" 5,�• 6• 8" �, .9• T'-2" - Y 26.bA5 DRYERS INSTALLED IN A bARA6E MU•'T BE ELEVATED SO y2 A I i i e s.s_P I A Q I bIra, 3 ry A MINMMUM S,SIBITC E'BURNERS OR LEVELING ELEMENTS ARE o O 5'-O' q-2• I'�" 3. I KITCHEN 4 36 91 Y :_,--- 29.PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER. _� F W-I"GL6. ` 30.2x6 STUD WALL. m I J I T PONY WALL.SEE PLAN FOR HEIGHT. m € OPT 6'-1' --n BA 3 = 4 92.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, ¢ p �� ��YY t 39.PLUMBINb WASTE DROP FROM ABOVE. 8'-1"GLb. I I I I I 0 39 9I I%I 31 48 n y_I L& ,� ai _ b _ I ---1 I I " �l T'-0 9.Y. 34.22"X 30"ATTIC ACCESS PANEL PCi2 GB.G.1505.1. F-* 502 F.b. Z02 Pb."\ '� OPT, I /I I _ ry _ ___ _ ___ 2460 591 - i`II 95.PAU.IN ATTIC.PROVIDE 90'X 90"ATTIC ACCESS PANEL. ' m r,_:m ,••v,... __ 0 _ - (OR PER G.M.G.9O8). PROVIDE FUEL&AS,L16HT AND SWITGIH. DeL.S.aI P. a- NEB 4 O Q 36.METAL FIREPLACE.SEE MANUFAG7URE5 N FORIGATIO SIZE. FOR m 7 E! +1.- RAISED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. 3'4 2+P - 5 Il PROVIDE F.6.AND KEY. PROVIDE OLA55 ENCLOSURE. 'PROVIDE ICB.O.MER-56T-1 oR EQUAL • _ - - -I"� T'-6 OPT.FI 12 38X50 311.APPLIANCE FIREPLACE.PROVIDE P.6.(VERIFY S-VENT EXITIN& 7 l ALL 4 SOLID HALL J AND TERMINATION REQUIREMENTSP EATILATOR"-I.G.B.O.aMIN5514. 4 LOFT \ 6o I // I 20 o pg -L 6'-1"GLb. Q ' < 36.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAW. 0 39.NEWEL POST. - k OPT. RETREAT p» I 7 Q 40.96"NIbH GUARDRAIL PER GB.G.509. - O !\C I• I ;Q in WM 34 H 4 1.54"-35"HIGH HANDRAIL ABOVE NOSING PER G)3.G.1003.3.3.6 s¢"y OPT. BEDROOM 4 ...3'-a' 4' ti._ s4 : I // 3O Q = DINING 42.LINE OP SYNTHETIC STONE VENEER.SEE ELEVATION. 8'-I"GL6. - - - 43.LSINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE \/ J --O I Y / ..� 0 9'-I'GL6. q T 2 21 Ir LAB INTERFACE PLAN FOR TOE FT&,RETURN DIMENSIONS. \ / I z - D.5 2668 H 44.LINE of*2"WAINSCOT SEE ELEVATION FOR HEIGHT. O BA. 2 BEDROOM 2 uI 45.LINE OF WAINSCOT R1RR&.SEE ELEVATION FOR HEIGHT.SEE I'll T..g. 10'2,_p. g�-2. p�-0. ¢�-b• g'_,O• 2'_g^ ¢'-6^ SF�T METAL SLAB INTERFACE PLAN FOR MORE INFORMATION LINING AT WATER -40 - - O 0 4"' HEATER ALCOVE 46.PROVIDE(-HOUR FIRE RESISTIVE C.B.CONSTRUCTION.-I UNDER STAIRS 1 AT ENCLOSED USABLE PER G.B.G.1009.3.3.9 �� ,Z j q I m - in 4T.LINE OF CRIPPLE WALL ABOVE. O I P __ 45.PLAT 50PPIT.SEE PLAN FOR HEIGHT OR DETAIL. ry _ TObb BI-PASS _ x' ARCHED SOFFIT.SEE PL4N POR HEIGHT OR DETAIL. C 49. 41//46 50.LINE OF FLOOR ABOVE. -------- Q DN r+y, I SHELR s POLE I ry g'-I' 5 1.SHELF.SEE PLAN FOR HEIGHT. !�-I#` F 51 52.bL455 BLOCK. IT R. H 48 p 95 '��\ J m - 42" < 59.DUCT CHASE.VERIFY W/H.V.AZ.DRAWIN65. c SHELF s POLE Y Q I y e 4 -- - I n T _ ____ ______ 25 54.RSEM UTILITY ECESSED PLAN FOR GEIADDITIOONAL INFORMATION. SIZE AND c -- F m I ` r --I Y r a. v 55.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. 1mn I 41 2T 'e To66 BI-PASS i m UP - n 56.LINE OF EXTERIOR BALCONY GUARDRAIL.SEE ELEV.FOR SPEC. I y a m m q SO ml J_ ITT 4 GARAGE 62 O TOP OF GUARDRAIL SHALL NOT BE LEW THAN 36"IN HEIGHT. Z x U >n d OPEN TO D. ; 29 ry ry BEDROOM 3 n• m ORNAMENTOPEN AL PATTERN SUCH TILS SHALL HAVE HAT AASPHEREINTERMEDIATE RN DIAMETER J Q BELOW -T-_ q - LS OR AN Q V I -- U' CANNOT PASS THROU6H.PER O.B.C.5093. •p �' a ry O LAU GL6. I • --_ - - ' 5T.PROVIDE DECK OR WO)Y DRAT FLOW.PROVIDE BUILT-UP d uOro - I 0 \ -- r I 8'-I'G I Q ENTRY N(S)SO TO DIVERT WATER 40 41 9 OPEN KING MATERIAL < a °' \ 10'-2' I-1-�16'-6" 3'-6' 2'-4" I \ b''4" I iV TREADs "GLb. Y PROM oR O CD C C w I qWq G ¢(5) ry t9 I 4�-2" �'"� ry 58.18"TOWEL BAR-H6T:54"ABOVE FIN.FUR. �0 p,_2" g,_g" 3'-6• g"4'-4• 59.24"TOYEt.BAR-H6T.54'ABOVE FIN.FUR. 60.TOILET PAPER HOLDER-HST 24"ABOVE FIN.FLR LL z «� z F 30 61 .IIOV OUTLET FOR IRRIGATION CLOCK. SB BE g2 N L.`IIIIC1 64.2 OPEN DP SHELVES STANDARD.OPTIONALLOCATION. SLAB INTERFACE 5"DP.CABINET. 65.INSTALL COMPORT WISE/ENER6Y STAR BRAS''PLAOJE m -_ - - 16080.,5EGTIONAL 6AR,46E DOOR N LI v 6M SWITCH LIVING 4 GENERAL PLAN NOTES ' 26 Q I ISITYFLAT T_6- --- - - - - ------ (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR GONDITI®'ao aQcli 1 ______ t.ALL INTERIOR DOORS TO BE HOLLOW Ct�RE 3J6"THK U N ON5 Y . 32 I - I •n 90 V m PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. W y CV 'R 90 I - .. 5L.) 4 n 'S2 y=j 2.ALL OARAOE SERVICE DOORS TO BE HOLLOW GORE 1 3/8" n O io Q A THICK EXTERIOR GRADE.(SEE PLAN FOR SIZE). F}Z Q N I iv t N 4 46 N N S.ALL HOUSE TO&ARASE DOORS TO BE SOLID GORE 1 3/8"THK. CL V W m N I v ♦ Q d� --- ELEV. F�IN6 DOOR HAVING A FIRE IPROTEGTIOONN RATIN610F NOT LESS SEE THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR 51ZE) 112��ILp "» _ _ __ - __J 4 FOR SIZE)ALL .AT DOUBLE DOORS TO ENTRY Be LDOOR PROVIVIE PEADBOLT ASM TID CORE 1 5/4"THICK. p�dng� LJL N 7 = m I - - - TOP AND BOTTOM OF INACTIVE POOR. z W N a ------ --1-- ------ I g, Ir�j�l 6 Y 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 1 3/4"THICK �,�l�p �J 0 - 1l--11 ao�o&ARA&E DOPE 6 DEEAADWLT AT TR OOP�AN AT BOTTOM of INACTIVERMINCH POOOR PRR.v1DE Q F O m Q (D 2-6 2-0 2-6 GARAGE -ArpC T W KEY PAD b b'ESCAPE RESCUE(WINDOWS SHALL HAVE A MINIMUM ANET CLEAR OUI~lei ^�w�• w V N z r . T ALL -----_----�,.-______- - !r 0 OPENABLE AREA OF 5.T SQUARE FEET.THE MINIMUM CLEAR a "S �' W =w M a / \ q - OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES.THE MINIMUM 88 ad z NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES 11j W W d /Y' }�� I C AABOVE THE FLOONISHED SILL R.(PEST C.B.C.1&KT NOT MORE THAN 44 INCHES 13 0.4 A333 GATED 15Y �Y� emu L/�` v 3 Z a WINDOWS N07 MEETING THESE REQUIREMENT$SHALL BE -� > W L Q o^ BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. F F Y U o O v aC[ <� gp O -- �- - �------ -- �a i SQ• FOOTAGE W Q roP �aa FIRST FLOOR 5'-T" 9'-6• 5'-T• 4'-b' 6'-b" 4'-10' 4'-6" 4'-IO' 9'Hj' I'-II• 6'-10' 1'-II" 9'-0` 8 2'-T" 16'-2' 2'-9' SECOND FLOOR 1331 ,,-0• TOTAL - 14'-8' I'-2" 14'-2" 1110 IT-4" GARAGE 444 40'-0" 40'-0' SEE ADDENDA FOR PLAN GARAGE �ll 60 g o CHANGE PER ELEVATION. NOTE.FINISHED SQUARE FOOTAGE CALCULATIONS x z POR T1415 HOUSE VeRE MADE BASED ON MAN V C x x SECOND FLOOR PLAN �l FIRST FLOOR PLAN ,nt OF ICATEPOT5SE EN FIISHEDDIMENSIONS ONLY AND MAY VARY FROM THE Z INDICATE$EXTENT PINISFE9 SGIUARE POOTA6C OF Tiff HOUSE A5 BUILT. o a.N SCALE,V1"-I'-O• SCALE 14'-I'-O' m U m COFFERED GLb.SEE 10 PLAN FOR HEI&HT(5). i aaaa aaaa q<,qqqq:41 n aaaa aaaaaaa 0 a 'BEDROOM 5 b � �aei-Pass � BEDROOM WARDROBE I� � :. `J J --- -----7 9ry O I 1 OPT, BEDROOM 5 Z a o Z a 6 b L o OPTIONAL BEDROOM 4 LIB 5CALE:1/4"-P-O" IN LIEU OF LOFT <of `�' „ G a -J O per, o A w � c4 �� z Z E~ I/2 Nor 1 -----_______ Y p �} N o / FAMILY s m N T DD N RETREAT � J � S z I `N B'-I"GL6. Q )' ® o>rn O (VfF mQ N Z 1 ,_ Rry 48 0 uu��„ItiQ� m Cc 00N0 Y 51. i.. ... _ CL 1 1 QFZ 3 W�1 ,�. ��_I , ��.;•T.::DANCE oGGTT:=AZ-,tAS BAz SOCIAIESJNC DATE mr FAMILY OPTIONAL RETREAT r —. AA tho atd°lt,,le bu.d,,ng per 't pending OFT. FIREPLACE SCALE 1/1"=1'-0^ 5E//1 IO IN LIEU OF LOFT CAL C Y g es ir P g g of a permit based on a o of be o t,,,el to 4 to the pto able .,.. ed to g. a c e p,o o s of such A ay�_ c ..i,. a,de orc Oleo 4 z p� p U m co O UTILITY LEGEND o�oz k SURFACE MOUNTED GEILINb LIGHT FIXTURE HESY RECESSED LIGHT FIXTURE 7k�'l HAN611,16 LIGHT FIXTURE l" VP. RECESSED LIGHT FIXTURE W/VAPORPROOP LENS "'11III COVER. (&PGI AT HYDROMA-'I BATHTUBS) T WALL MOUNTED LIGHT FIXTURE KALL MOUNTED SCONCE L16HT SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET LIGHT FIXTURE AT . A/G PAD DR OPT ONLY FLUSH MOUNTED STAIR TREAD LIGHT. 11 a R vlsooir�i y , - KP. `HB. 22OV. P.V RECESSED FRACTIONAL HP EXHAUST FAN, •S_ 1/ 1<11 _ _ #. N 1` -- ---- - SWITCH CONTROLLED ------ D Tom % n 1 ' � � RECESSED COMBINATION LI6HT/EXHAUST PAN, / SWITCH CONTROLLED c1 1 I T RECESSED COMBINATION IS FAN/HEATER 1 SWITCH CON71RO11ED 510V DUPLEX GOHVEN4ENGE REGEPTAtJ E MASTER I� HOT / / T ;� \ BEDROOM KITCHEN / MOE 220 240V 51N&LE CONVENIENCE RECEPTACLE Q a a a a a a a a a a - _ 1/2 120V DUPLEX CONVENIENCE RECEPTACLE, \ VP -IPH,� � --F IF- I HOT 5WITGH CONTROLLED,1/2 HOT o . L' a-T �_ / FAMILY BEDRMP5 120V QUADPLEX CONVENIENCE RECEPTACLE, 92' I a I BLW.FOR I ELECT 12OV,DUPLEX CONVENIENCE RECEPTACLE BELOW N Z Io (INCL.IN51ME CABINET OR ABOVE AT CEILING). O I6HTI I� O Op / �e°� I ( ----- � 7 ( � AP. IREGEA�RPROOF DUPLEX CONVENIENCE I� _ a. �- BA. __________________. ng�T 120V,&ROUND FAULT CIRCUIT-INTERRUPTER(6FGI) a S 8 b m DUPLEX CONVENIENCE RECEPTACLE - r ----------- - \\ _____ - u, r',. ., '\ AP. 6.F.G.I.DUPLEX CONVENIENCE _ - a � � I I 1REGEPTAG�RPROOF _. T7 HOT HS DEDICATED HIGH SPEED PHONE OUTLET / 1 u6HT J PH. In \ HOT PH _-. N ,i i \ LI6 r OO 120V FLOOR TYPE DUPLEX RECEPTACLE,MYGOVER ® � MCI DINING \ ) -� SINGLE POLE LIGHT SWITCH V �-�-`. _____ \ �� WP. THREE-WAY LIGHT 5WITGH LOFT ----� — OPT. RETREAT --� - BA. 2 / j 4V, a FOUR-WAY LIGHT SWITCH OPT. BEDROOM 4 / BEDROOM 2 \ �D SINGLE POLE LI&HT SWITCH W/DIMMER CONTROL l PH. TELL �.1AZ K p '.I - � ., �„ TV. TELEVISION ANTENNA/GABLE JACK i IAL9 II RUSH BUTTON F DOOR CHIMES OR 6ARA&E DOOR OPENER Qi / j ' `� _ A H• DOOR CHIMES -.�>,_�. _ �'./ VERIFY LOCATION WITH HEATING 4 _________ ____ AG LAYOUT AT cL6 THERMOSTAT, STUB OVf FOR W oA5 METER RR ION BOX,WITH COVER OR ADAPTOR AS Q x U ED GARAGE nEMARGATON Box a a o ENTRY SETM✓EE-N THE S7UB ® SMOKE ALARM,ICBO APPROVED,GEILIN6 Z li BAY FOR T.Y.AND MOUNTED HARD WIRED AND W/BATTERY BACKUP d W J I \ X -H Rt 6'l0' rv. GABLE 16"W 90 U E 121 U \ p I�=� \ ELECTRICAL O CEILIN6 FAN-UNCTION BOX,WITH COVER OR rv. \ BEDROOM 3 / T',., I SERVICE PANEL ADAPTOR AS REQUIRED F H.B. - LIGHTED ADDRESS SI&N NISIBLE FROM STREET) S.O.V. I FOR A 16ATION A OPEN TO TIMER (LOW VOLTASM)TIED TO PHOTOCELL. _ BELOW _ - �=t- PH _ 1 p VACUUM LOCATION 1.w11 /. / DEDICATED GIVACUUMIT FOR.VACUUM SYSTEM Y lo - f VG Q HOT w.P ,___'�_ .. 20 AMP.MIN. Q Ul d - _... LIVING A L--_ __----- _ SECURITY SYSTEM MASTER UNIT W �F- � / OPT.LI6HT5 \ ` 7 OPT.LI&HT5 W/PH TO CELL,'.\ / W/PHOTO CELL Q AT+84"p R.1 — /AT-64"FLIXiI¢ \ FLOOR DRAIN(PD)OR AREA DRAIN(AD), Q Q / �L�S'nTJ LIGHT �� A9 NOT' 114��� QQ O Q� I/2 rFH. / � � Q CD ROOF DRAIN(RP) Op Wn rn Cn HOT / f LL J -� W W 4' I -�-�'-HIS HOSE BIBS(HIS) �@ Q nl �.�. (n - --_ - -___ / �-- -� HOSE BIBB WITH SHUT OFF VALVE(HB/SOV) p��wILIO o o Z FUEL GAS OUTLET(F&) JJtt WQ F ® m >m / � AT GL6. - LOOSE KEY VALVE(KEY) WATER STUB OUT FOR FOR ICE MAKER Uj W W /1l^ GARAGE L&HT IFIXrURE T�FLUORESCENT Q� Lmi� o a�tco LO Q �a SEE ELEVATIONS FOR EXA GENERAL PLAN NOTES: G7 a_awa LIGHTS LOCATION OF LIGHTED W �� AT P®TOLUOR LIGHT ADDRESS SIGN. 1. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND 11 EXTERIOR AND PORCH LIGHTING BATHROOMS SHALL BE CAPABLE OP PROVIDING 5 AIR MAY VARY SEE ELEVATION FLOOR ADDENDA CHANGES PER HOUR 3 G 203.5, Q W 2. TL PROVIDE LISTED NON-REMOVA TYPE BACK FLOW BLE _ p6j4� PREVENTION DEVICE AT ALL HOW BIBBE. 603 f yr S. SHOMERB AND T S-SHOVER CODMDINATIONS SHALL BE PROVIDED W/INDIVIDUAL CONTROL.VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 4. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,SIN6L.E PHASE, `6. NEW FLUORESCENT CANS BY LITHONIA Lim-mN&(GKP-62)WITH 15 AND 20-AMPERE OUTLETS INSTALLED IN DMELLIN&UNIT SECOND FLOOR UTILITY PLAN FIRST FLOOR UTILITY FLAN SCALE:vq=r-0- SCALE:1111-r-o° SMOOTH WHITE TRIM KIT AND SOOOKELVIN GE BULBS.AT BEDROOMS SHALL PROTECTED R TE TION OF THE CIRCUIT KITCHEN AND BATH, INTERRUPTER LISTED T, PROVIDE PROTECTION OF THE ENTIRE m i m w co BRANCH CIRCUIT.Q.E.C.2iG.i2 gm ■ 7T.VPROVIDE GAT.5 PHONE WIRING AND RS 6 COAX.GABLE FOR 6 ' m 5. PROVIDE 25'-0'LONE M4 RWAR FOR CABLE/PHONE AND 20b' Z 0 W2co LONG COPPER FOR ELECTRICAL&ROUND PER GL.C.SEC.250.51 cod. m m 0 INTERIOR ELEVATION NOTES \ ,�^^ 12" 1.KITCHEN SINK WITH 6AR5A&E DISPOSAL. n 25" 24" 12- 2.OFT.30"DBL.OVEN. S.REFRIGERATOR SPADE. 4.30"COOKTOP W 36"METAL HOOD NENT TO OUTSIDE AIR) 5.36'.MICRO/HOOD COMBO.(VENT TO OUTSIDE AIR). LF 6.50"BUILT-IN OVEN OR MICRO/OVEN COMBO 30" C - T.DI9HWA9FIER SPADE. a a a a 8.TRASH COMPACTOR SPADE. N SPACE. � 1 O.WARM NG BIDRAYOR SPACE. iv a Q o� TO I, .CABINET DOORS WITH 6LA65. nNOOK 12.TOP AND SPLASH. 15 1 3.TOE SPADE. -_ NO SPLASH 4.SOFFIT.(SEE ELEVATION FOR DEPTH) 12 :Q :4 4 12 12 15.WINDOW. n _ _ 6.WINE COOLER SPACE. I.FUND PANEL. 18,PRE-FAB WAINSCOT. v y 36. J-�L�n� nJ---iL= nnnn '��nn 9.TILE WAINSCOT. aaaa aaaaaaa H ICINE CABINET. Box > - ` �� -- -` 7 211 .MMI�RROR(SEE ELEVATION FOR HTJ d1 ILA n /` �a -- 22.VANITY SPADE. __ 91 f1 25:SHATERPROOF ENCLOSURE. / L=Q O 24.CURTAIN ROD. j 25.BANJO TOP AND SPLASH. I I J . .-L�2-3'GLR 3'-9'GLR 'l.. C'm 2-0^GL.R 26.WOOD TOP. n 28 13 19 28 13 28 29.UNDER COUNTER REFRIGERATOR SPACE. VERIFY VERIFY 24" VERIFY 24" 24" VERIFY 26.BASE CABINET.(SEE ELEVATION FOR DEPTH) c�t�� OPT ROLL OUT 29.UPPER CABINET.(SEE ELEVATION FOR DEPTH) LI V IIN& ROOM FIREFLACE POT DRAreRS 31 ¢ NEE SPPC NET.(s£E£L£YAT10N FOR aEPh J gg� 96ALE:SM'=I'-0' 32.LAUNDRY SINK. aaaa aaaaaaa & KITCHEN 33.VENTILATED SHELF AND POLE. SCALE:9/8"=I'-0" 34.WET-BAR SINK. 35,WINE RACK. 11.1 2q 36.BUILT-IN SHELVES. - , 3T.SMITTY PAN. 24 NOTES: CABINET DRAWIN65 ARE FOR SGEHMATIG USE ONLY.REFER TO ~— -----� Q m BUILDER SPEGIFIGATIONS AND SHOP PRAWIN69 BY CABINET -A 15 2I 21 in MANUFAGTURM FOR FURTHER INFORMATION. 2 12 21 15 Y �24' - VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE in MATERIALS Z. Itl _ MATERIALS WITH THE FIREPLACE CHOSEN BY THE BUILDER _ [7 I _ 12 A 1,�. 6� AT THE TIME GONSTRUGTION/INSTALLATION. LLL -- - � 'MIN. 11�--111 / L—l—lEll 28 19 2 19 13 28 13 28 V 1 ^� 6 21" 21" 21' 13 28 4 19 (n MASTER BATH BATH 5 BATH 2 LAUNDRY p \ z o_ o ~ d m $ Q � �LJ w Zw� a LD I �- V I P4 q F 11 O I �Z w / I I I ' I I � � r Y Q t it tt it a W ITR B - RIO" I IDJ LL_ (DLO W N UP 1R J oo T — I d U l7 I 'I � a =ly �= w (D _win � Q _ SECOND FLOOR FIRST FLOOROEM 5GALE:3/8"-1'-0" SCALE:3/8"=V-O" pQ \ � Illuuu a INC y DATE _ d ce to a A A,for'zdtlon A \ nde g permit pit y O - t po,,t b etl ZZ RI�.'_T ra/Ib• IT \`_ � c PPI'ed n CZ7<� x RUN = 10` /f 9 � 2CL�,� ■ 6 SECTION B SECTION A m m G co SCALE:3/8"=I'-0" SCALE:3/6"=1'-0" o SECTION NOTES I FASCIA BOARD.SEE ELEVATION. 'oneioz 2.BARGE BOARD.SEE ELEVATION. 3.EXPOSED RAFTER TAILS. 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF SHEATHIN6. b.DES16NED WOOD ROOF TRUSSES. 4 7.HEEL STAND TR155ES. a a a a 5.GIRDER TRUSS. 12 5 12 9.2X ROOF RAFTERS. 5 6 5 I O.2X ROOF JOISTS. I 1 .2X CEILING JOISTS. 9 _ 13.RIDGE BOARD/BEAM. I3.FLUSH BEAM. _. 1 4.DROPPED BEAM. b . .,.,. 15.HEADER b.IX OVER 2X TOP PLATE AT NON-BEARING WALL. 7.DOUBLE 2X TOP PLATE AT EXTERIOR!BEARING WALLS. I H.2X FLOOR JOISTS. TOP PLT. 19.DE516NEO FLOOR TRUSSES. aaaa a a a a a a a 1 .2 .FLOOR 9HEATHIN6. 2 i .6.1.FLASHIN6.(ROOF TO WALL) 2 2.G.I.FLA.9HIN6 AND SADDLE/CRICIGET. 47 15 23.EXP05ED BEAM. 1.. 24.2X SOLE PLATE. n AT DECK 25.2X P.TD.F.SILL PLATE. cv Q OPT MASTER '''., - 26.2X4 STUDS. - BEDROOM r 92 43 25.2X GGEIRLII�N6 PUURRIN6. 60 29.2X BLOCKING. u 40 21 90.2xb STUDS. mAALL ¢ FIN.FILM. .1, 32.BALLOON FRAMED WALLS SEE SEE STRUCTURAL FRAMING PLANS, ®a a a a a a a a a a 13 5TRUCTURAL CALCULATIONS AND GENERAL NOTES. TOP PLT. S4L y_- 33.(3)2X STAIR STRIN6ERS. i 34.PLYWOOD TREADS AND RISERS. b 1548, 35.WINDER STAIR FRAMING NV PLYWOOD TREADS. D.5 36.RIP 2X DECK JOISTS FOR I/4"PER FOOT SLOPE. AT DECK 14 3-7.ELASTOMERIC DECKING OVER PLYWOOD 5U5FLOOR. OFT, INSTALLED TO MANUFACTURER'S SPEGIFIGATIONS. O 36.2X "NAIL SPACED'DECKING. w FAMILY _ ENTRY f 39.CONCRETE FLOOR SLAB. gg O m 40.36 HIGH GUARDRAIL PER C.B.C.504. O 41..34-36"HIGH HANDRAIL ABOVE N051NS PER CBC.1005.3.5.6. w _ 42.FIBERBATT INSULATION-5EE ENERGY COMPLIANCE SHEET. o 'm 45.EXTERIOR FIN15H,REFER TO ELEVATIONS. 0. 1 6 44.EXTERIOR SOFFIT(SEE ELEVATION). 12 12 FIN.FLR. a ^C 5 45.SHELF,1/2"GYP.BOARD OVER SW PLYWOOD. ` d 5 9 46.AT VIDE I-HOUR ENGL05ED USEIRE RESISTIVE ABLE SPACE PER GBBGUG01ON UNDER STAIRS 05 3.3 5/6"TYPE W GYPSUM BOARD WITH BD COOLER NAILS Al I ,...- 47.5/6"GYPSUM WALL BOARD SECTIONa� 2 46.1/2"6YP5UM WALL BOARD 49.FIRE SEPARATION BETWEEN HOUSE<GARAGE TO BE I I scALE.1/4-I'-o" 5/6"TYPE W.GYP.BD.W/bQ COOLER NAILS AT 7"O.G. y TOP PLT. 50.FIRE SEPARATION BETWEEN 2ND.FLR.6 GAR.GL6.AND V, ' TOP PLT. WALLS.SUPPORTING 2NO FLR.TO BE 5/6"TYPE"X"GYP.DO' ATTIC Q.A.U. NOTES 7 47 16 44 - 42 46 E loneio� 0 M BATH BEDROOM 2 ! BEDROOM 3 1. I. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN q h FURRED SPACE. 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORIN6. 29 3. ATTIC OPENING AND PA95A6EWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. PIN.PLR. FIN.FILM__ __ ___._._._____ 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR TOP PLT. TOP PLT. PASSAGEWAY. 5. PJRNAGE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC g 4b 42 14 44 OPENING. 2b GARAGE 6. PROVIDE MMRI)cTED LEVEL WORM`SPACE OF 30"x 30'MIN. OF N g ' IN FRONT OF EGTJIPMENT. DEN/OPT. HALL COLLAR WHICH IT SERVES. U c 7. VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HIGHEST VENT 7 e BEDROOM 5 'Q Q � PROVIDE SEPARATION B EEN DY�L1-JiNO�6�E 6- FURNACE INSTALLATION SHALL MEET ALL LISTED GLEARANGE5. ®Z `d t• AS REOIIRED PER SECTION 302.4(EXCEPTION 3) p� AND TABLE 3-B OF THE CALIFORNIA BUILDING CODE FOR GROUP R DIVISION 3 AND GROUP U 4' H- O ,y 25 DIVISION OCCUPANCIES. RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY S.i-O P, rn INSULATION BENEATH WILL NOT BE COMPRESSED. C) ! STRUCTURAL MEMEL'R4 SUPPORTING HORIZONTAL W FIN.PLR. OGGUPANGY SEPARATION SHALL COMPLY WITH (n BU Z N 2 F [z SECTION 3022 OF OALIFORNIA ILDING GORE. FIN.FLR' GENERAL SECTION NOTES 12 12 4 io'�''m' 4 4 5 1. REFER TO STRUCTURAL EN61NEMR5 DRAWI1,165,DETAILS AND NOTES FOR INFORMATION NOT SHOWN HERE. i ^ ®�r /1•' /1 6 2. TO TRUSS DRAN1iN65 FOR INFORMATION NOT SHOYW Q V4 11 fVF'9A`E 1\/ HERE S. SECTIONS REFLECT THE"A"ELEVATION U.N.O. .- .,..... TOP PLT. w F}- N -- 4. ROOF SLOPES)AND OVERHAN6(S)MAY VARY PER ELEVATION. wQ� < REFER TO THE ROD?'NOTES AND ROOF PLANS AT EACH } Q 17 ELEVATION FOR MORE INFORMATION. d pd Q oo 49 16 ���Wm m �5. TYPICAL DIMENSION FOR A HEEL TRUSS. 21 MASTER - (DIM.FROM TOP PLATE TO THE TOP OF TOP CHORD). eiO�LLQ LjL cn w 12 BEDROOM 20 M BATH 26 ILLr� :3= 4o Z X Z }F r µ T F Q}p �✓ T® ma ° FIN.FUR. O F Z Y y w U N Z TOP PLT. 4 TOP PLT. 'S' T J Jul 11 ItIQ�,A FC W 133Cc 3� 4 DEN/OPT. _ Qo oo� d KITCHEN FAMILY BEDROOM 5 0 <yz 0 25 4 J _ A ES P1 JC'AicS,INC W FIN.FLR. PIN.PLR --DATE Pe type � oz SECTION A o" FEW n xZ= cs z � � � U� O ELEVATION/ROOF NOTES AT DECK2�C,FASCIA,SEE DETAIL. 41 OFT. `' TMp 2. 2xb BARGE,51M DETAIL. �onaio� D.I TAILS W SHAPED ,SEE DETAIL. ----- -----T4, 3 NOTE,ALL DRAFTERTRILS TO BE E6d1ALY SPACED.FRAMER I 1 TO COORDINATE WITH TRUSS EN6INEER I I 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 1 I 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. 1 j 6. (1)GOAT STUCCO 5Y5TEM I.GB.O.•XXXXXXX a a a a I T. EXTERIOR SIDING, EXTERIOR FINISHES NOTES. j yiq 1 I 6. EXTERIOR GRADE PLYWOOD SOFFIT. QI 4. TONGUE-AND-GROOVE SOFFIT. T I IO. SPACED x VERTICAL WOOD TRIMT XX O.G.OVER 1 I W D.I D. I EXPOSED WOOD CORNER TRIM SEE XX.BOARD,FINISH NOTES. AREA-2 Q i o i TYR 4 13. WOOD LATTXrERIOR ICE EXPOSED D PY MWOOD ORAMD.O.BOARD. (2)O'HASIN VENTS 1 K 14, FOAM TRIM,SEE ELEVATION FOR SIZE. 1 I 1 I51 EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. L. 1 16 16. BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD, aaaa a a a a a a a j L 1 33 IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. L I L 1 2 Db 16. POTBFELF,SEE DETAIL. 1 1 19• PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. 1 TOP PLT. - - O® F\® 2O. CONTINUOUS 0.1.EX T PLASTER 5GREED,SEE DETAIL. AREA- _ _ _ TOP PLT. 1 - �� 22. 6.1.FLASHING AND SADDLE/CRICKET5,12 1 (10)O'HA61NVENTS 23. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM 24X60 FIREPLACE ENE RAGTVRER. 24. MASONRY VENEER. niz T11IT 25. THIN-SET MASONRY VENEERTYp �' S,12 } 26. SYNTHETIC,STONE VENEER.I.G.B.O.R XXXXX D.IBUILDING O 4 O 2T. SHAPED FOAM CORBEL,SEE DETAIL. id 1 1 LINE 6 226.6. �A FEDWOOD P05T(SGORBEL,SEE DETAIL. aaaa aaaa a a a y 4 _ COLUMN. D.1 ¢ L 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. ROOF LINE P �Y IyyU�� 1 FIN.FLR. __- - - - - - - -I� 6 32. PRECAST�NENT/TRIM,SEE DETAIL. J 1 _... _- --- -- b 6 FIN.FLR SEE ELEV.FOR LOCATION. 12 _ _ I TOP PET. -0-0_ _ _ __ _ TOP PLT. ���- -- _ 34. �RA11\L�IN6,SEE TDETAIILM VENTS 35. WOOD RAILING,SEE DETAIL. -i W I y______ ______J _ ------- 41 t , 56. DECORATIVE METAL,SEE DETAIL. w FD r 1 ` 3T. EXTERIOR PLASTER AND SIZE,SEE ELEVATION FORNIN O- ao 1 p I I RI�-0 T LOCATION,DEPTH AND SIZE OF FINISHED OPENING. =I 1_ 41 1 5 b 35. 6.1.SCEENED 6ABLE END SEE ELEVVATION+FOROR VENRTT SIED"ZE AND LOCATION. (SEE REQ'D. w o _ I - -- --- - 7 ATTIC,VENTILATION CHART FOR MORE INFORMATION).Sq. 6.1.51-REENED f m CHARTVENT. a o 2 5 I RIDGE AREA-4 ' 19 D.I o s 40.�VEGORA ION(FALSE)VENT IOUVERED TI SEE (1)O'HA61N SIM. J L VENTS ELEVATION FOR SIZE AND LOCATION. " 41. 6.1.SUITER AND DOWNSPOUTS,LAYOUT TO BE FIELD VERIFIED\VMNTS 61N �--- FIN.FLR. FIN.FLR 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. 43.LINE MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE I - SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 44.LINE OF*2"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. ROOF PLAN 3-�t FRONT 3-,4 46. 6.1.RE6LET FOR COLOR GOAT GHAN GE. W 4T. MECMANICAL TUB ACCESS PANEL,CORROSION RESISTANT, scaLE ve°-r-o" SCALE/a•,rc^ VERIFY LOCATION. 45. LINE OF INTERIOR CEILING OR INTERIOR WALL. 4-1. LIGHTED ADDRESS SIGN. EXTERIOR FINISHES p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SFUTTER5,POSTS AND CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO INSTALLATION/ASSEMBLY. fi,.j INDICATES SMOOTH STUCCO FINISH Q ROOF FLAN NOTES z ` INDICATES 4.12 SLOPE UNLESS NOTED OTHERWISE O Q ON PLAN. Q d rn .4OO TYPICAL ROOFING TO BE GONG.S'TILE � U U EAGLE ER-4660 J LL ¢ q d p TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z w G O a UNLESS NOTED OTHERWISE ON ROOF PLAN. O m m m TYPICAL ROOF OVERHAN AT EAVE CONDITION TO BE 12" �CK a O m p s UNLESS NOTED OTHERWISE ON ROOF PLAN. Jp O Q CD REQUIRED ATTIC VENTILATION Iia N F THE ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.5 AS FOLLOW9 (AU ATTIC AREA(SQUARE FEET). (5)DIVIDE W BY SOO AND MULTIPLY BY 144 TO CALCULATE THE TOTAL } REQUIRED NET FREE VENTING AREA IN SQUARE INCHE4.DIVIDE TOTAL F y�BY 2 TO GET THE NET FREE VE rINS REQUIRED BOTH H16H AND LONE Q m -AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) d a (G)TOTAL SQUARE INCHES OF NET FREQ VENTILATING AREA PROVIDED K Fp GV BY GABLE END ATTIC VENTS.(BEE BELOW FOR MIN.50.IN.OF F yy T VV PREE AREA FOR EACH VENT) ® .SABLE END VENT 1] _W T F- (v)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY ROOF AIR VENTS.015 SM IN.OF PRIM AREA MIN.EACH VENT) �-HISH VENTa.LOW VENT ©' AREAS 'N Bm N (E)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED W EVIL p w J BY UNDER EAVE VENT BLOCKS.(12 50.IN.OF FREE AREA MIN.EACH) I�WU Od p vv7�J _ _J (F)OT-VENT BLOCK AT TRUSS SAY ALAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED J~ZFj LJL PLAN A B G D E F W�Waaa J oo Z Ti1G IEEQD GABLE END EAVE TOTAL Y }H a >m O "3A" AREA VENTINS VEN'T� GdRMER VENTS VENTS PROVI� ,�~yy+ dF- py� �Q l30.►TJ(w.IN) (w.IN) (!(e.NJ (9m.IN) w U N - «IMF.» WA ws» AXs.ais « (o)n. ±Te V AREA-I 16M4 aoT WA I l`F WA aO. Ts LL D a� Uj( M -cc ft)u we» wA »Ie» a «Ie» ala• as 1) w K =56 u Low wA pow (Unb.w Low W 1. ss w w W d Q� Ln U AREA-2 2 (010. 190« N m} AREA-3'N I65 ITS WA (�'I�o N. a.I. AREA-4* 34 33 N/A N­ wn1's I. 45 Im U Ccoo O i QO 13- oov Q NOTES: 0 d S Z 1.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON ZH}}� ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE F ISM MINIMUM"REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED Y*IEN y FREE VENTING FOR INDIVIDUAL VENTS IS DIFFERENT THANABOVE.M;E R� d 2.ALL VENT OPENINGS SHALL BE COVERED W/I/4"CORROSION .`;'JA RESISTANT METAL MESH.(IF MESH IS LESS THAN I/4"-THEN lHE..>5001 E i L a. NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW FOR REDUCED AIR FLOW) City Of Lake Elsinore 3.FRAMER'SHALL BE RESPONSIBLE POR COORDINATINS PV TRUSS I fo MFR.TO ACCOMMODATE ALL ATTIC VENTS - e Planning Division Approval 4.ALL VENT'5 SHALL BE INSTALLED 50 AS TO MAKE THEM 1 NWEATFER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEAAdLiM Approved Bye AND FLASHED WITH MOISTOP"IN THE SAME MANNER PRESCRIBED a W- FOR WINDOW INSTALLATIONS. " 5.PROVIDE APPROVED INSIAATION DAMS(BAFFLES)WHERE VENT BLOCKS ��.,�� ARE USED SETNEMN ROOF r RAMIN6 MEMBERS TO PREVENT VENT HOLES H� FROM SEINE BLOCKED BY INSULATION. I ; 6.LOCATE HIGH VENTING MINIMUM V-0"VERTICAL DISTANGPT U ABOVE SAVE VENTS. O a. T.PROVIDE ACCESS AMID VENTILATION FROM CALIFORNIA FRAI'M AREAS m TO ADJACENT ATTIC,SPACES.REFER TO STRUC'NAL DRAWNGS FOR p FOR SHEATHING PENETRATIONS. lo-o• a a a a Db 23 Ot Z © ^o,� aaaa 44a4aaa TOP PLT. — — — — — — _ — TOP PLT. _ — — _ — _ — — _ — — — — — - — ._ _ _ —. — — — — — — — — — — — _ — — TOP PLT. I TYP. E3013 LL _ 14 IX4 14 - 7 M. ______ - T 1X4 pp �- -' yi �I aaaa aaaaa as Y( D.I Z ylll FIN.FLR. _ _ _ — _ _ _ _ _ _ _ _ _ FIN.PLR. _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ ___ _ _ _ FIN.FLR. TOP PLT. _ _ _ _ _ _ _� _ _ _ _� TOP PLT. TOP PLT. ' op D8 D9 = q LINE OF FENCE VER�PY LOCATION ________________________SYP..__ _________ ___ w� 8Q Z D.9 K 7yp, 8 TYP. 9 II k�Ll FIN.FLR. FIN.MLR. _ _ _ __ _ 1 _ _ _ _ _ _ _ .— — — — — _ _ — — — — —— — — — — — — — — — — — — — — — _ — _ — _ — iJ U N REAR 3-A LEFT 3-A rW J SCALE I/4"•I'-0" SGAIE I/4"•I'-0" � q Q it C �LI � O ZZ= C la ,f �' o 00 b w t ©` ®® 1 pp ` 16 89 Y d 'a TOP PLT. s{ TT I cn aT ENNNG. p nil U) o tl — 0UL �y f I N p ,pro I b c �. Ib Z Db O `— IS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — _ PIN.PLR. ® D9 TOP PLT. F — — 0 0 — — — — — — _.— — — — — — — — — — — — — — — — — — — — — 5— — — — — — — — — —__ _ _ _ — — — _ — — — _ _ _ w U� aw Z�qi e^�+ 4 CPOq�Wnj D' W (D V)W 1 LINE�OP PENCE IPY LOCATION __ __________ _ _______________ t_____ ---- _ --- ---- 7Zyn i oQ^ Q ELE6.'T.V.� it h v dg }F IL�r �0cx i Kd _ 1; 6A� d __ — __ — _ — _ - - - - - - - - - - - - � — — — — — — — - - — — — - - - - -- - - - - - - - — — _ — t, s FIN FLR g NWa I] by DA 70for RIGHT Cityf L Oake Elsinore Pl c tv wminc D Agin Appmye, 3 e `AN,El!/f I.p 9 g of a pe t U r < of ,.o t YV Q� ApprovedB 5 Y codes s d oa ae e e or ,anc p",s o of such ry V z o� (y U m O ELEVATION/ROOF NOTES TAT DECK I. 2x5 FASCIA,SEE DETAIL OPT, 2. 2x8 BAS,&E,SEE DETAIL. ----____ 3. 3 xb EXPOSED RAFTER TAILS W/SHAPED ENDS,5EE DETAIL. NOTE,ALL RAFTER TAILS TO BE EGMIALY SPACED.FRAMER TO COORDINATE WITH TRU55 ENk51NIEER. V41RE MESH \Q I 5. EXTERIOR PLASTER 50E-IT.O�ANDEDD METAL LATH.y/ b. (1)GOAT STUCCO SYSTEM I.GB.O.•XXXXXXX 8. EXTERIOR.SIPINS,SEE EXTERIOR OR ORADE Y 4000 5OFFIT.19FE9 NOTES. a a a a 1 I 4. TONGUE-AND-GROOVE SOFFIT. 1 I I 10. SPACED X VERTICAL KOOD TRIM AT XW O.G.OVER EXTEORsRADE PLYWOOD OP.MD.O.FXP0W. 5ED WOOD CORNER TRIM SEE EXT.FIN`IS NOTES. AREA-2 2. EXTmRIOR&BADE PLYWOOD OR MD.O.BOARD. (1)O'HA61N 1 O I TYP. I5. WOOD LATTICE 0/EXPOSED PLYWOOD OR M.D.O.BOARD. VENTS 1 1 14, FOAM TRIM,SEE ELEVATION FOR SIZE. 1 _ IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. I6, BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. a a a a a ^a a a a El L. 1"1• FIXED SHUTTERS,SEE ELEVATION FOR SIZE. 16 SOX50 18. POTSHELF,SEE DETAIL. I yjq g I IT 14• PROVIDE 6.1.FLASHIN&AT ALL EXPOSED WOOD TRIM. D.I I b TOP PLT. 20. CONTINUOUS G.I.EXTERIOR PLASTER SCREED,5EE DETAIL. 5�12 AREA-I TOP P _ 21. &.I.F LT. LASHIN&ROOF TO WALL. 1 _ 22. K 6.1.PLA5HIN&AND SADDLE/CRICET. I (10)OHA61N' I �- 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM ` ❑H ��F i VENTS m 24. FIREPLACE MANUFACTURER. ElRIDGE Q IVIENEER- 14 25. THM INS-SET NFtYMA50WY VENEERI4 "-y qS�IZ I 21 - 26. SYNTHETIC STONE VENEER.I.GB.O.K XXXXX � BUILDING 15is ZT. SHAPm FOAM CORBEL,SEE DETAIL. LINE b 18 28. SHAPED WOOD CORBEL,SEE DETAIL. a a a a a a a4 ❑ ,1 D9 24. x WOOD POST(5). - I I4 2X4 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. I D,I TMP' a I ROOF LINE O/ 31. MANUFACTURED COLUMN. I a J j FIN.FLR. 2i1� FIN.FLR 32. PRECAST COMPONENT/TRIM,SEE DETAIL. l 6 __________ ,t\Q I - _ - - - - - - - - - - - - - - - - - - 41 - - - - - - _ 33. DECORATIVE FAL5E TILE VENTS SEE ELEV.FOR LOCATION. O 2 V. i 'Siq i TOP PLT _ _ _ _ _ _ TOP PLT. 34. METAL RAILING,SEE DETAIL. 35- WOOD RAILING,SEE DETAIL. 36 DECORATIVE METAL,SEE DETAIL. 3T. EXTERIOR PLASTER RECESS,SEE ELEVATION FOR M E o0 L - _ g1P,t. LOCATION,DEPTH AND SIZE OF FINISHED OPEN _ ~ 41 38. 6.1.SCREENED i LOUVERED'GABLE END VENT'ING . 44 _ SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REO'D. 91M. - " - - - - = ATTIC VENTILATION CHART FOR MORE INFORMATION). AREA-4 • 12 - _ _ D.I zq - Q 34. G.I.SCREENED"ROOF°AIR VENT.(SEE REWIRED ATTIC 2 14 SX6 •I - VENTILATION CHART FOR MORE INFORMATION). D.5 J (U O'HAbIN 3 - _ 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,5� ❑ 'Siq `�� ELEVATION FOR SIZE AND LOCATION. e ZG - - 4 1. &.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD Ig W i ,9 VERIFIED. (2)O'HA&IN 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. - 0 ---------------- VENTS FIN.FLR. FIN.FLR. -' --- - - - - - - - - - - 43.LINE OF MASONRY VENEER SEE ELEVATION FOR FiE16HT.SEE SLAB INTERFACE PLAN FOR TOE FT&.RETURN DIMENSIONS. 44.LINE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT 20 /� 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE = ;� R®®� PLAN 3-BFRONT ELEVATION D5 - SLAB INTERFACE PLAN FOR MORE INFORMATION. ./ C 46, S.I.RE6LET FOR COLOR GOAT CHANGE. 47. MECHANICAL TUB ACCESS PANEL,GORRO51ON RESISTANT, f n Q scALE T/e-I'_a• I SCALE va'"I'-o VERIFY LOCATION. V^J I �L-I^I V 48. LINE OF INTERIOR GEILIN&OR INTERIOR WALL. 44. LIGHTED ADDRESS 5I6N. EXTERIOR FINISHES p ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXP05ED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND CORBEL5 TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. p t='l INDICATES SMOOTH STUGGO FIN15H z --W mp _ p ROOF PLAN NOTES z Q m $ INDICATES 4.12 SLOPE UNLE55 NOTED OTHERWISE ON PLAN. Q Q TYPICAL ROOFIN6 TO BE GONG.W TILE 7 x U EAGLE ER-4660 J Q Q q p TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" W o UNLE55 NOTED OTHERWISE ON ROOF PLAN. W CL TYPICAL ROOF OVERHAN6 AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHeRIN15E ON ROOF PLAN. �Q O O a o REQUIRED ATTIC VENTILATION - 0-uco F // / \ - I 7 THE AS FOLLIC,VENTILATION G CALCULATIONS PER GB. .5ECTION 1505.3 L__J / / \ W ATTIC AREA(SQUARE FEET). _ '� (5)DIVIDE(A)BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL }} ��}}}�'---\��J--{{I1� jl\ T------ - -y, / \ I REQUIRED NET FREE VENTING AREA IN SQUARE IW+IE5.DIVIDE TOTAL7---� LIVING . m BY 2 TO GET THE NET FREE V@1TINIG REWIRED BOTH MI6H AND LOW Q AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) dp (G)TOTAL SQUARE ATTIC E Nl. FREE VENTILATING AREA N.or ED K F� N L---- ------ - - BY GABLE END ATTIC VENTS.(SEE BPJ_OW POR MIN 50.IN.OF d FREE AREA FOR EAGN VENT) ® .GABLE END VENT UI Q (0)TOTAL&WARE INCHES OF NET FREE VENTILATING AREA PROVIDED d>5yyT Q BY ROOF AIR VENTS.05 90.IN.OP FREE AREA MIN.EACH VENT) 0-IL QQ OO CL ❑•NIGH VENT L © 8 m .LOW VENT ' AREAS / \ r I \ --.... ... I q (�O-VENT BLOC INCHES TOTAL.ftWARZ OP NET g FREE VENTILATING AREA PROVIDED F�� I� � w J BY UNDER EAVE VENT BLOCKS.(12 50.IN,OF FREE AREA MIN.EAGN) V/ BAY ♦ ------ 4046 Pb.------- +1 I TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED ~ E (n N PLAN A 6 G D E F �a J oo Z I \ nBaa. TJ a INNGARAGE (5 . (O.IN AREA-I 6 T4 WA (1n• aPTQFO VIIw NIlN)aa H }O O a=f aoa wax wA war, m�a•w waH WA w W a � AREA-2 256 a Law wA Low nr,s.w I.ow WA. w L1p�� yJ1 WW �-� / \ LLI AREA-3't I65 ,ITS WA (,'Lx5•IC (an- I40w I I wA a. FF w7 W z� Q AREA-4 M[ 34 33 WA Cc cc cc CO / I NOTES: II) Q . .,T. . . I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON 1 -4050 F6. ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE - d ------- -------- - MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 19 PROVIDED d����Illafff K 45 FREE VENTING FOR INDIVIDUAL VENTS 19 DIFFERENT THAN ABOVE. 4'-6" 2'-0" 41-6' 4'-4° 4'-D' 4'-4' 6'-8' 8'-O" Ib° 2'-8" Ib'-O' 2'-4° 2.ALL VENT OPENINGS SHALL BE COVER W/I/4' RR09JON II'-2" 14'-2' IT'-4' �,�, RESI EDSTANT METAL 11E5H.(IF MESH I5 L E99 THAN IGO/4"THEN�THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO'ALWW _ City O ake Elsinore FOR REDUCED AIR FLOW) L 40'0" 40'-0• Plann' 'vision Approvai S.PRAMER SHALL BE RESPONSIBLE FOR GOORDINATIN6 vv;rRU98-- - MFR.TO ACGONMIODATE ALL ATTIC VENTS - REFER TO BASIC PLAN FOR n NOTES,DIMENSIONS,AND Approved I`. 4.ALL VENTS 5HAL.L BE INSTALLED 50 AS TO MAKE THEM , INFORMATION NOT SHOWN AND y WWEATHER-PROOF AND WALL MOUNTED LOWERS SHALL BE AND FLASHED WITH•M015TOP'IN THE SAME MANNER PRESCRIBED A o z HERE 1 FOR WINDOW INSTALLATIONS. 5.PROVIDE APPROVED INSULATION DAMS(MPFLEW N'MNERG VENT -, o i [. 00 ARE USED BETYCEN ROOF FRAMING MEMSEtS TO PREVENT� S; FROM BEINIO BLOCKED BY IN1911LATION. " U S SECOND FLOOR ADDENDUM 3-B FIRST FLOOR ADDENDUM 3_B b RO��HI���NNDVETILATIQFROMCpirAt , RM" T.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIAALIFONIA FRAN'ED ORP1.9 H m SCALE V4'=Y-O' SCALE:1/S'=I'-O" TO ADJALEI7T ATTIC SPACES.REFER TO STRUG'NAL DRAWING`FOR O FOR SHEATHING PENleTRATIONIS. aaaa ` ID D8� 4 Z ry f aaaa Qa4a4aa � I � TOP PLT. TOP PLT. _ TOP PLT. 4' TYP' Q O I 14 Q - 0.1 31 __________ �2 FIN.PLR. _ _ _ �, FIN.FLR. FIN.FLR. TOP PLT. 10 TOP PLT. TOP L PLT. rp N� Q 9 / T S IV tL D9 P - � IICJ DY.P5 ___ LINE O FECE �I IIP OATIONof 4 _ � 11 FIN.PLR. FIN.PLR. \ PIN.PLR. — — — — — — — — — — _ —. ._ — — - _ — — — _. — _ _ — — — ._ _ _ — — — — — — —_ — IL :J REAR 3-8 LEFT SLALE I/4"•I'O" I Q d � /m� N 00 3 W pop..,, J LLJ 3 LL LJJ zI p � Yd d TOP PLT. a d � c%j y! F= 72 IT E_ cn _ dl IE_ �• AT ENNNO. O a F LL p J F_ - - �- to LJ J_ JI L_ - yyI --- --------- LO cs o Z FIN.FLR. Ia I ® rn III < Z 9 / _ — — — — — — — — — — — — — — — — — — — — TOP PLT. I - 5 - 4 D9 � y�yJJ W}}}�}} � �✓ A W N U - -_ L-:.4L]Nr OF FENCE VERIFY LOCATION13 ______________ -2ry _ - Q cc 00 iELEO..IT.V.� 1__1 J__1 I I O 7E ydV I I rf_IN fLR '"E wTES,INC ,y�jd lUp DATE � - _ - ved for adhern once to the RIGHT 3_ ce. A =at en l e a 'aleng pe e-I-mlt pendingg Ci}'Of Lake Elsinan e mmmulgv Jon Approval see. vt^.I'-O^ o z �[ n f pe t p ec oh a O I t o co,st ued to 777 O Approved By. ,/L _ r o; [ pplica Vle [ netl to gill N x•�e. a r c, fro o's of such 0 2 x ■ a. ci J W U m O ELEVATION/ROOF NOTES 1. 2xb FASCIA,SEE DETAIL. 41 OPTDEvK 13 2. 1xp BARGE,SEE DETAIL. D.1 Tyr. 3. 3 T EXPOSED RA RAFTER TAILS W/SHAPED ENDS,SEE DETAIL, 1 NOTE.ALL RAFTER TAILS TO BE iNEER.EGUALY SPACED.FRAMER '., (-�.. _ _� TO COORDINATE WITH TRUSS EN61N>�R. 1 �LA4+ LL 1 I 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. - 9T I R T000O SYSTEM I. B.O XXXXXX I METAL LATH. 6. (1))COAT 7. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES.ED El a a a a I a el EXTERIOR GRADE PLYWOOD SOFFIT. hA I�q 4. TONGUE-AND-GROOVE SOFFIT. 1 FL !• yI 10. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER i 9 4 1 1 � 1 '� y� � D.I D. EXTERIOR P D D.O. AREA-a 1 Ip / I EXPOSED WOOD CORNER TRIM,SEE .0- FINISH NOTES. (2)O'HAGIN I C_1 1 TYP' 12. EXTERIOR GRADE PLYWOOD OR MDA.BOARD, VENT'H I II I4, FO5. AM TRIM,ATTICEE /EXPO ION FOR 5�OD OR M.D.O.BOARD. 1 I TYP. 1 15. EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. __________ D.I 1 2 T IT b. BUILT-UP"CURVED"PLYWOOD TRIM OR M.D.O.BOARD. a 11 i I 9 IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. �' B. POTSHELF,SEE DETAIL. 14. PROVIDE&.1.PLASHIN&AT ALL EXPOSED WOOD TRIM. 20. CONTINUOUS G.I.EXTERIOR PLASTER SCREED,SEE DETAIL. 1 I TOP PLT. - TOP PLT. 21. 6.1.FLASHING ROOF TO WALL. AREA- - - - - - - - - - - 22. 6.1.FLASHING AND SADDLE/CRICKET. 5:12 I (10)O'HA61N 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM 1 a I VENTS I FIREPLACE MANUFACTURER. I RIDGE I iX4 14 17 L.. 24. MA50NRY VENEER I 25. THIN-SET MASONRY VENEER. 26. SYNTHETIC STONE VENEER.I.CB.O.0 XXXXX ^y I TYP D21 T I BUILDING 2T. SHAPED FOAM CORBEL,SEE DETAIL. i LINE G `♦ 5 14 29. SHAPED WOOD CORBEL,SEE DETAIL. aaaa a a a a a a a g '.. I I D9 I,t 2a. x WOOD PO5T(s). 1 21 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. L. L_ 1 ROOF LINE \ '1 15 2XI2 31. MANUFACTURED COLUMN. : !� 7- L❑ J W FIN.FLR. 19 AT -- - ---- ---- FIN.FLR 32. PRECAST COMPONENT/TRIM,WE DETAIL. ___l_ V) - - - -- - - - W- - - - - _ _. -- _.. - - - 33. DECORATIVE FALSE TILE VENTS SEE ELE/.FOR LOCATION. g _____ Q TOP PLT. D'S TOP PLT. O D. I I � 1 - - - -. - - - - - - - - - - � - -`� - 34. METAL RAILING,SEE DETAIL. � 35. A 36. DECORATIVE METAL,SEE DETAIL. I =� 3-1 EXTERIOR _-._--- 1 OCATIN PLASTER RECESS SEE 11.EVAT C) FOR NIN ep LOCATION,DEPTH AND 51Z�OF FINISHED OPENING. 41 - -" _ - _ - _ - Ob 38. SE SCREENED 8 LOWERED'GABLE END VENT', w A IGLVENTILATION FOR VENT FOR MORE LONFORMATON)REQ'D. wo m 2 29 1 ❑ ` ❑ AREA-4 • - _ _ _ _ 'S _ _ _ _ _ 2xb 14 20 IT v 39. G.1.SCREENED"ROOF"AIR VENT.h1(SEE REQUIRED ATTIC D. 1 RIDGE (I)O'HA61N _- - _ D.I A_ VENTILATION CHART FOR MORE INFORMATION). _ 40. DECORATIVE(FALSE)VENT/LOWERED BOARD,SEE a [ - _ SIM. ELEVATION FOR SIZE AND LOCATION. 1 T I AREA-3 - - - - - - - - 4 1. 6.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD b 1 I VERIFIED. O `----------------J (2)&RABIN - - - -_ -- -- 42.LINE OF SYNTHETIC STONE VENEEit.5EE ELEVATION. m VENTS FIN.FLR. _ - - _ _ _ PIN.FLR. 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE SLAB INTCI W 2FAGE PLAN FOR TOE FT6.RETURN DIMENSIONS. O 44.LINE OF+2"WAINSCOT.BEE ELEVATION FOR HEIGHT. p��+ PLAN (/� 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE ROOF I�L T,N 3- FRONT SLAB INTERFACE PLAN FOR MORE INFORMATION. in 46. b.l.RE6LET FOR COLOR GOAT GHAN&E. -[ 4T. MECHANICAL TUB ACGE55 PANEL,CORROSION RESISTANT, r 1 suLs ve^.r-p^ 9LALE V4°•ro„ VERIFY LOCATION. 5 GR?.�TSM/�N G®TT,b.G� 4&. LINE OF INTERIOR CEILING,OR INTERIOR WALL. - 3' 4-1. LIGHTED ADDRESS SION. DETAIL A EXTERIOR FINISHES p SHAPED WOOD CORBEL N.T.S. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND CORBELS TO BE KESAWN.U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/A-AWMBLY. go �INDICATES SMOOTH STUGGO FINISH Z TYPICAL SIDING TO BE: --w SEE DETAILS ROOF PLAN NOTES o„ez a s INDICATES 4.12 SLOPE UNLESS NOTED OTHERWISE O3 O Z ..rn ON PLAN. Q Q u� TYPICAL ROOFING TO BE FLAT GONG.TILE 7 x chi - A EAGLE ER-4660 J ZQ a q Lr o TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" W UNLESS NOTED OTHERWISE ON ROOF PLAN. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" ~ a O p .I UNLESS NOTED OTHERWISE ON ROOF PLAN. 22 o U REQUIRED ATTIC VENTILATION (Lu_ir w N x F THE ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.3 AS FOLLOWS (A)ATTIC AREA(S ARE FLEET), / I \I A (B)DIVIDE(A)BY 300 AND MULTIRY BY 144 TO CALCULATE THE TOTAL . -y I 'I A REQUIRED NET FREE VENTINS AREA IN SQUARE INCHES.DIVIDE TOTAL m }} I I I n BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOYV. FR' O I I 7 - LIVING I"'� AREA DIVIDED BY 150(HIbN AND LAW VENTING NOT USED) " g, I I x b (C)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED �U K � CV L---- ---- - BY&ABLE END ATTIC,VENTS.(SEE BELOW FOR MIN.50,IN.OF W d - N - -- I I 4 FREE AREA FOR EACH VENT) MD -GABLE END VENT N (D)TOTAL 50VARE INCHES OF NET FREE VENTILATIOS AREA PROVIDED a} z I I N 7 in N BY ROOF AIR VENTS.(a5$0.IN.OF FPME AREA MIN.EACH VENT) CD w 4" H s141&H VENT L -LOA VENT ©' AREAS �p e}ro T - i --- - (9)TOTAL SQUARE INCHES OF NET FREE VENTILATIN&AREA PROVIDED W f a Lj w J - -_ BY UNDER EAVE VENT BLOCKS.(12 50.IN.OF FREE AREA MIN-EACH) Qd Q µt 2640 Pb 2640 PG,. O+V ENT BLOCK AT TRUSS BAY S `j_ i -----2-- -------- I I = Q (P)TOTAL SQUARE INCHES OF NET FREE VENTILATIN&AREA PROVIDED Z In o I I Y PLAN A B G D E F Ti C) I I a $ ATnc rseav sN Eave oTAL } Q >it GARAGE - „ Ate,. VENTING � ���� �N� o�"° Hd U m Q y • Z FT)(W.IN) (W,IN) (Y3.e'U (99.IN) (9m.IN) �~1 �Q � Z LLJ U Ln (� _ 1GD M6N WA N (A:PJ.+T3 W.• 4T0 niL 1yjjyUU�� n<n!! ww,� Qr ------------------- T C E AREA-2 125g t♦a I I N w,eN WQFFV a. � AREA-$* Lao IT3 WA (y + Q QM W �N=0A- 140 M QV AREA-4* 34 33 WA N+s-'s WMa.1. 45 K -QF m i . -a tt O oov Q - Lo NOTES: Q Z c 4 1.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON Z F *----- --I ASSUMED VENT 512E AND FREE AREAS.FIELD VERIFY THAT THE - d MINIMUM"REQUIRED VENTING"A9 LISTED ABOVE 19 PROVIDED WHEN � K -- '- FREE VENTINS FOR INDIVIDUAL VENTS 19 DIFFERENT THAN ABOVE. 61. 4b" 2'-0" 4'-0' 4'-A" 4'-D' 4'-a' 8'-g' 6'-0" I'-0" 2'-6" 16'-0' 2'-4" 2.ALL VENT OPENINGS SHALL BE COVERED W/I/4"CORROSION 42 RESISTANT METAL MESH.(IF MESH IS- THAN 1/4'THEN THE N W d II12" 1412' I'-10 IT-4' 22b' NET FREE VENTIN&AREA OF VENT MUST BE INCREASED TO ALLOW FOR REDUCED AIR FLOW) 40'-0" ao'-o• city Lake Elsinore 3.FRAMER SMALL EE RESPONSIBLE FOR GOORDINATIN6 W/TRUSS Division Approval MFR.TO ACCOMMODATE e,ALL Arne,VENTS V 4.ALL ENT5 SHALL BE INSTALLED SO AS TO MAKE THEM WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALEDV Approved By \ AND FLASHED WITH'M015TOP"IN THE SAME MANNER PRESCRIBED o z 1�w FOR WINDOW INSTALLATIONS. REFER TO BASIC PLAN FOR Byte: I 5 ARM USED BET)V�N ROOF FRAMI MEPROVIDE AFFROVED INSULATION N TO)PREVENT IAHERE VENT HOLES A x�� w NOTES,DIMEKSIONS,AND 2 (L/L 1 Tom FROM BEING BLOCKED BY INSULATION. ,. 0 ■ INFORMATION NOT SHOWN b.LOCATE ABOVE EAVE VENTTIN&MINIMUM 31-O"VERTICAL DISTANCE SECOND FLOOR ADDENDUM 3-C HERE FIRST FLOOR ADDENDUM 3-C T.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAMED AREAS m O m co SCALE 1/4 Y-O• SCALE-1/4--1'-O" TO ADAAC W ATTIC SPACES.RCFCR TO STRUCTUAL DRAWIN&S FOR O FOR SHEATHING PENETRATIONS. n lo-o^ a a a a D 2e AT ENHNC. Db T z ry E --- ------ -u�r------- _--_----- _-_-- _ -_-_-_-_-_-_-_---_-- __-- _--_--_ TOP PLT. -•- -- - - - - - - - - - - - - - -- - _ _. TOP PLT. - _ice - - - - - - - - t - - - - - - -- =7P TOP PLT. -r - - T YP. 14 D I 21IX4Ia .._ 4 TTP. I.._________X4 2 -- D.I 16 21 11 23 YS 2X4 la -- ._ - - - - -r Y - - - -- - -- --- - - - - - EN FIN.FLR. - - - - - - - - - -- -�- - - - - - - - - _ - - - - - - - _- _._ - - - FIN. Will TOP FLT. FLR 4 TOP PLT. - - _ _ _ - - _- - - L -- - - - - - - - - - - - - - - - _ _- _ TOP PI-T.T. W IN, TYP. _-_ _ ____ _ _ TION IN_E OP PCE VB21PY 1.00A O m F T ;R Y K 7YP. G TYP. _ e PIN.PLR. PIN.FLR. - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - _ - - - - - - - __ - -- - - - - - - - - - - -_- - - - - - - - - ZD a� J REAR 3-C LEFT 3-C cry3LALE I„,..L-0„ goo Z= d o d 4 zO2 wm v a ci F- o� Q Cl p >H o LL- Co J w d LJJ 7 x F w d------------------------------------- -a ---------- ______________ -- ---- TOP PLT. — — - - - - - - - - - - - - - - - - - -- - !i— d IX4 J Cm 14LLQd p 7no$ 8m cn 14 Q a LL 9 2xa 2' 7 �iy P LL J r---= i�r---`._-a_._. AT ENHNG. i p " LL NN IS .� 17 N-IllJm66N J � pp Z D.S PIN.FLR. a }F ® >rn o - - - - - TOP PLT. ~W W f F -5 Co Q -- --- - - - - - - - - g- - - - - - - - - - - - - - - - - - - - - of ZoIRaV�,,I W cn U ----------2----------------------- ------ - ---- ------ ,ICI' C7 L -. LINE OF FENCE VERIFY LOCATION a m Z a Co oo cc)Cn IPH. 92 IELEb.IT.V,I II �j dg}}F I I it �6A!I, I I FL I - - - -- - - - - - - - - _ - - PIN R. ,a Q� - - _ - - - - - - - - - - - - - I - - - - - - - - - - S Kt, WIIiR D.4 20 2Y C'r.T � �� City Of Lake Elsinore b..., r^ - F I ' RIGHT Planning Division Approval 3 \j esg P u SCALE I/4 I.O" b s d oo p Z Approved By e c , Perm, S of s to (� F v 1 o t e P'.c " T X\5 Tom / .. 6 t 9,ve O za �s or, f Ch C�� U] X O� CO U m O aaaa aaaa aaaaaaa � ry JV g" O aaaa as as aaa ot 94 10 O ..._. 2 W\ V 02, OPTIONAL DECK a SLAB INTERFACE y OPT. DECK — � 9 � f I I ram' m �Z x N U m P a. •a � o I 0o OPTIONAL DECK FIRST FLOOR SCALE.IH"•P-O" K <F� N 5a IO =_ to Is'-o• d� F s a dQ o d. o0i (n µ1 1111�� m T .1 ! --I - — �� x n g�� o ma y Y L.` Q 5 5 DECK ®J1 1�}� Q �0 w W.P. T MIUQW 6L./ W Ql wm W Z' Q O b O 205 50 0 9.N 20 9.M. K >U O Q _• NWQW cc -�O orr, 2J 2689`" TEMP. Q 33�..} CD 0 Q LEFT DOOR F(>®. • lu � dONt� s,� OCIr ES•INC -M�r OPT. DECK 3—C OPT. DECK 3—A OPTIONAL DECK- LF—PT S EV<.,� P?.RTIJ-�L R� i� LENT x E SAE /, s SECOND FLOOR t p d'.ng S az NM2 b e h V C C M.M 9 U� O i i NOTES �o,1ao= INDICATES DROP IN SLAB(SEE DETAIL) VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORGINO 5TEEL AND ADDITIONAL EXPANSIVE SOIL REOUIREMENT5 WITH THE 501LS REPORT. a a a a I REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE aaaa a4aaaaa A/C, AD NG AD VLR PY VGRI TON 4 S OTGONOGP LOG TION $� q m Y FOR HARIDSGAPE INFORMATION REFER TO LANDSCAPE PLANS a a a a a 4 Q a 4 a 4 § PROVIDE CONDUIT UNDER C SLAB FOR ISLAND GOWTERR '., m N ELEGTRIGAL 31 4 00� OO, W m 0 S 8 G I - i s I� n Ej ' — 2" w I I I Q SLAB INTERFACE ADDENDA C J SCALE.- 1'-0" � I � O I O O 2p O ✓`' � i �.\ IAA ^ Lp O REFER TO BASIC,PLAN FOR 0 NOTE5,DIMENSION5,AND -` STOOP INFORMATION NOT SHOWN OF WASTE L d W u W HERE GTE Z °1 N'4 �cao tt < per., o P, rn O } m J 3 9• R �� zw — ` - - _ RGY LING NEMM SPACE I Q }Z0.d t�ou 0 1'17 W %FP 04 IU N PORCH If' � f d It LLA Qua o a W f w mpppppp J � � _ n q riJ rnp Z h - m3Z� a Wpo Zy��1 Iu � mcc co r,<o Y FiV oo zd� GONG z�F-}�Z e„ 8. WAL.IG �<*_rC adF°� ',,,6. 16•-0. 2,-6. 5,-0. 6'-0. 5,-0. ,,4. Ib,_=• "�'JANCE Imo•-0' T'-0• 91'-0' 12'-0' DATF � mi .. 1` adh B'�en Ca 10-- a �. sg SLAB INTERFACE ADDENDA B SLAB INTERFACE PLAN A � GI n SCALE:1/4" 11-0" SCALES V4"-1'-0° o r S�ADDENDA FOR PLAN ... GHAN&E PER ELEVATION. z a � V m O FLOOR PLAN NOTES PROVIDE A I-HOUR FIRE RATED OCCUPANCY lonaos B C B C SEPARATION BE R SE TION S 2.AND MA NON 1.39'CLEAR REFRIOLRATOR SPADE.PLUMB FOR WATER SUPPLY. A6 TABLED PER THE CN 902.4 IA BULL PION 9) AND TABLE 9-B OF THE GALIPORNIA BUILDING VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIbERATOR. 4.5 4.5 4.5 4.5 COVEElON��MGDIVISION 3 AND GROUP U 2,PANTRY.SEE INTERIOR ELEVATIONS. STRUCTURAL MEMBBi6 SUPPORTING HORIZONTAL S.LI&T 4 F N RANGE-0OVEN UT COMBINATION H/BUILT-IN HOOD, OCCUPANCY SEPARATION SHALL COMPLY WITH LIGHT Z PAN(VENT TO OUTSIDE AIR). SECTION 3022 OF CALIFORNIA BUILDING CODE. 4'("C-OO��IANATT HOOD N/LIGHT Z PAN 5_,,.,36-".GOOKTOP W/DOWNDRAPT FAN(VENT TO OUTSIDE AIR. a a a a 'b.30"GOOKTOP(DROP-IN)YV/METAL HOOD W/LIGHT Z FAN VENT TO OUTSIDE AIR)W/36"BUILT-IN OVEN(BELOY'�. 40'-0' 4p'-0" 1.STD.MICRO/OVEN COMBO W/OPT.FOR DBL.OVEN SPACE a,36"MIGROWAVE/NOOD. 10'-4• I6'-8' 11'-4" 10'-0• II'-0" 9.OPTIONAL TRASH COMPACTOR. 10.OPTIONAL RECYCLE BIN. I I.W-O"TUB/SHOVER NY WATER RESISTANT WAINSCOT TO 12" 2'-1' 2b• 2'-0• 4'-8' S'-0" 5'-0" 4'-0• T'-0" ABOVE DRAIN U.N.O.PROVIDE SHOWER CURTAIN ROD U.N.O. 12.HOT MOP SHOVER PAN.SEE PLAN FOR SIZE.TILE TO T2" ABOVE DRAIN U.N.O. 13.HAND BUILT TILE SHOVER.SEE PLAN FOR SIZE.TILE TO 72" ABOVE DRAIN U.N.O. a a a a a a a a a a a 1 14.gO"X 42"OVAL TUB OPTIONAL TILE WAINSCOT.PROVIDE MOTOR.ACCESS PANELL ATT OPTIONAL IN SPA/HYDROMA55A6E - BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. 5.SHATTERPROOF 6LA55 SHOY'ER ENCLOSURE.40401�7- } Y I6.SHOWER SEAT.SEE PLAN FOR HEIGHT. idpi •tQAi ----- 17.LIMN CABINET. SEE INTERIOR ELEVATIONS. q7 ` .. 19.N) =U VENALLY T TOO SIDE cV r1 lE1MP. - ----- -- ------ - ------ 91. - SL. 9L. 6080 SL.DR TEMP. SL. SHELVES. b 4 D%.S a P 0 M.DRD.TEMP T-+ l O 1 l 20 A/W S'VENT TO OUTSIDE AIR _ YV 2680 SIDE _i_ I 0 1 1 _�__,I 2 1.PROVIDE A 16'HIGH AD.PLATFORM FOR w/H OR F.A.U.PROVIDE I --- --- I I--� LUTE TEMP. COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR p N n - WALK 1N a 1 1 I LINE OF GL6. 1 1�� -i 140 II DUCT A5 SHOWN ON ATING PLAN AS REO'D FOR FAU.ONLY. V 1> T'-0' a CLOSET •;. HT.cHaNeE IF FAD.AND."ARE SIDE BY SIDE PROVIDE A"T'PUJMBIN6 + '-I"GL6. ,� I I 1 I 1 FITTING AT F6.AND A COMBO.'B'VENT GONNEGTION FOR DBL. q m I I I OPT. PT. y_i• in I'-10" 8'-0" b'-4'\OPT.'. ®a a aaaaaaa k o 16 Q IS 13 __� 1 1 IUSE OF EQUIPMENT.(VERIFY) 4:1 --_ 22 14"X 18"G.I.51-REENW Z LOWERED COMBUSTION AIR VENT. 2S ry �JLI' I _ 23 3'DIA.BUMPER PIPE 36"H16H W/MIN.12"EMBEDMENT. B I 24 TEMPERATURE Z PRESSURE RELIEF VALVE. I - O 0 B 2668 I 11 I J m NOOK° 4 O m_ 25.14'x b"GARAGE EXHAUST VENT,SCREENED AND LOUVERED. Q ISLAND 26 DRYER VENT(MAX.14 ft.LENGTH INCLUDING(2)90 DEGREE i M BATH MASTER I 9'-1"GL6. „ olo GL6. BEDROOM I FAMILY 1 2'1.PPRBVIDE HATER 4 WASTE FOR WASHER. ....., �� 1 9 I'GLG. ' 1 KITCHEN _ 2a.TTHATA DPILOTS,SWITCHES, IN BURNERS AND ATMUSTNG EELEMENELEVATT5SARE w 90SO 1 __`-B'1 \GL6. 1 " qOASYMSINSTALLEDOARA&E 'w WALK IN 1 Tti1„ " �.A �:AI 1 C EN A MINIMUM OF 18 ABOVE THE FLOOR LEVEL. 0- GLOSET 1'-I" 1 �I - /" r' 1 9'-I•GLG. I O h b" I'6^ 6' -0' B" _ 29.PROVIDE SMUTTY FAN W DRAIN BENEATH WASHER. _ = O ,4 - - = I LL I-4'^ 9'li" 9-1' 9'-0 I' b'-0' W-2' W-l" 5'-10' g 1 /�1 GL6. - L J = 30.2X6 STUD WALL. w % 6 i 60 �I i - d _______ _____a 1� n 1 " 1 T I 3 1 .PONY WALL.SEE PLAN FOR HEIGHT. o f % � .ri 1� . ' S3 46 I t = 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, - - "___ ' 9 m' � I h fr ' 7 __ _ - SS.PLUMBING WASTE DROP FROM ABOVE. 34.22'X 50"ATTIC,AGGE55 PANEL PER G.B.G.1505.E Q I VANITY O. _ 20 'Ill-461 .U}-�{ I ry h ___ _{_-T _ I __ _ N 35 IA.U.IN ATTIC.PROVIDE 30"X 30"ATTIC ACCESS PANEL. ` - fl I DBL.5,s P. J-4 1 F. I N 0 ______ _i i _ _ 'Q- I n 1 ---I -I 0 (OR PER G.M.G.906).PROVIDE FUEL 6A5,LIGHT AND SWITCH. I = 36.METAL FIREPLACE.SEE MANUFAGTURE5 SPECIFICATIONS FORRAISED HEARTH REGUIREMENTS.SEE PLAN FOR SOX 'd I B 53 �oPT I____ I 90 O v q n WALTKttYN g PROVIDE F.O. ND KEY PROVIDE GLASS ENCLOSURE. 1¢ Y LgING . CPT. S.V. 8-I' W/H "MA.ESTIG"I.G$.O.KERsi6'I'1 OR EQUAL 4 I 90 59 4o 31.APPLIANCE FIREPLACE.PROVIDE F.6.(VERIFY B-VENT EXITING n1 O I :t q q AND TERMINATION REQUIREMENTS)'44EATILATOR"-I.G.B.O.MMHI5519. I0 ; < g'_1• g'-p� 2 95.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN). y LL 2'-0" 5�0' I'-0' 9'-10' 2'-2" V-2" v 4'-4' 1 2'-0 V-2" ql «� S 21 90 34 34 NENEL P09T. 40.36"HI&H GUARDRAIL PER G$O.509. ' 9-0• LAU q 41 .54"-36'HIGH HANDRAIL ABOVE N051NO PER G.S.G.1003.3.3.6 4 .S.V 8-1•GL6. n p n 42. LINE OF SYNTHETIC STONE VENEER,SEE ELEVATION , f n • q �' Ib 99 ' -------- _ y 43, NE LAB F MASACEE PLA�OR SEE ELEVATION FOR DD MEN510N55 SEE M Id D,p '21 29 ii 90 < I 26 v LIVING S in a +IB'-9"GL6. r 33 44. LINE OF*2'WAINSCOT.SEE ELEVATION FOR HEIGHT. t - ------------------ -- - --- +--�i- - : DINING 45. LINE I WAINSCOT AN FO.M ELEVATION FOR HEIGHT.SEE P W D Y 18'-g"CLb. OPEN --46 1 SLAB INTERFACE PLAN FOR MORE INFORMATION. pI I N 90 BELOW O �___._�_ ry � W-,4„ p,_2. g,-0. T,,g. _ ¢r 4'-6 3'-4• 5'-10• �1 46.PROVIDE SEDUR FIRE RESISTIVE .100B. .5.q UNDER STAIRS AT ENCLOSED USABLE PER GB.G.1003.3.3.9 aT.LINE OF CRIPPLE HALL ABOVE. Yf ILL 32 I U` �• 1 q Y (V 48.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. 4 =I 9 0g 6 4 --- WORK II 6O t q D.4 Q --- SHOP ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. to O 9 OPEN v 1 50.LINE OF FLOOR ABOVE. TREADS ____ R (n 5 1 SHELF.SEE PLAN FOR HEIGHT. Xg0 GOArs'... - __ 6 53.DUCT CHASE.VERIFY YU H.YA.G.DRAWINGS. oPr f 54.RECESSED LUMINOUS CEILING. PLOOR PLAN FOR SIZE AND c n I vESK 99 31 2%B 12 , F - U h UP li 'STOR' SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. o 59 6 I ^ H P 56.LIFE OF EXTERIOR BALCONY GUARDRAIL.SEE ELEV.FOR SPED. 1 GPT 9.V. BA, ! IS ITR 'r 55.LIHlE OF DECORATIVE PORGN RAILING.SEE ELEVATION. p� Q = TOP OF GUARDRAIL SHALL NOT BE LESS THAN 36' IN HEIGHT. OPEN SUARDRAIL5 SHALL HAVE INTERMEDIATE RAILS OR AN Q c T 2466 v ;. ORNAMENTAL PATTERN SUCH THAT A SPHERE 4'IN DIAMETER 4 OPT 40 ___ 91 +40 O I r e q 1 V 1 ENTR I .6" • CANNOT PASS THROL'6H.PER GB.G.509.3. Z a - 4 S.V. G.T. 6"„ ,A'-I•GL6. ;� N 51.PROVIDE DECK DRAIN(5)W/OVERFLOW.PROVIDE BUILT-UP 5'-0' 2'-4' RI 5 1 1O;-0" 3'-2" .. ._._.,, I a X24'1�, Yi`Yi- 266E E- q , - N ,_,, {�-4�-y�_y j) ry gDyENGgKIN6 MATCEORRIANL�BEHIND DRAIN(SJ 50 TO DIVERT WATER �' °� I-0' _° s.t P_ I Ir /'� -L '1 0 .p 56.IB'TONELLBBAR-H6T:-54'ABOVE FIN FLR. -j0 o po, a rn YVARDRo6e I 1Y 7 ( I B 1"H O m 59.2460 'TONB?L BAR-FI6T.54'ABOVE FIN.FLR.N FLR (y F '� H �®( `� - _ 61 .IOVEOUTLET FOR IRRIGATION GL ICK. E FI z H z F wm 5066 BI-PASS t 62.&A5 METER LOCATION.SEE 5LAB INTERFACE PLAN. 1V I n / \ ( ell -wnl�Roee q It 25 64.2 OPEN 15 VP.' LVES STANDARD.OPTIONAL 15'PP.CABINET. BONUS q �I BEDROOMOPT. // 1-2' �I ry h 51ELF a POLE {--H ", 65•INSTALL ABOVE LI6�HT 55HITGNORT ISE/ET✓ER6Y STAR BRASS PLAC.VE 5'-1"CL&. �. a 4 , / \ \ 506E B1-PAS . - - GENERAL PLAN NOTES 6 • \ Cam, 1/ \ \ I 30 10'-6' 1O'-0" 1.ALL INl'Ei M DOORS TO BE HOLLOW GORE 1 3/8"TfNC U.N.�O Seim d a gI q BGLROOI J/.7 \ \ I Q (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS Q BE ROOT"( 2 I J BEDROOM 4 § " PROVIDE DEADBOLT AT TOP O_INACTIVE DOOR. Q>>¢ N t n /OPT. DEN N GARAGE N 2.ALL 6ARAGE SERVICE DOORS TO BE HOLLOW CORE 13/8" rUZTF G 6. \ THICK EXTERIOR GRADE.(SEE PLAN FOR SIZFJ. r - 3.ALL HOUSE TO 6ARA6E DOORS TO BE SOLID CORE 1 5/6"TW- q a -9 SELF GL091N6 AND TIGHT FITTING OR A SELF GLO51N&,TIGHT- �O q} (n - - 62 FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS O wm J A THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) O�u-OLL i 4.ALL ENTRY DOORS TO BE SOLID GORE 1 3/4"THICK.(5EE PLAN 4.5 FOR SIZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT w 25 Q� _ TOP AND BOTTOM OF INACTIVE DOOR. Y w �dwm o Z I I I I I N Y - -- J 5.( EXTERIOR FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE IGK d,0.m 0 ,J p 0 \ 040 F \ _ r' - _ - I DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. wF¢zU }H v O ZI I I I el Y 6.BUILDER SHALL VERIFY W/WINDOW MANUFACTURER THAT ALL rFO Q } I, D SL - _ ... I - - - I6060�ISEGTIONAL 6ARA6E DOOR q ( ESGO CAPE O ARSE M 9N 9CAS S PEST.THE MI HALL HAVE A MINIMMUMNIMUM E T LE� Z w 1/j N Q OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES.THE MINIMUM =J M U ,22 NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES Rj ---_----__ _________ __-------- -0 AND HAVE A FIN( SILL HEIGHT NOT MORE THAN 44 INCHES Z L.` ABOVE THE FLOOR. 0.5Z.310.4,AS INDICATED BT' �). l ��u1 l z Q q L ------- ---- ----- - Cc Go WINENDHS NOT MEETING THESE REQUIREMENTS SHALL BE �� Z IrU>H Q BROU6H7 TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. - i V O O M --iM-9-IF I y l< B C B C dxz 4.5 4.5 '4.5 4.5a 2-b 9-0 2-6 4-9 2'-0" 216 9-1 4-0 3-1 9'-9' 2-0 4-I 9'-0 6'-0• 9'-0' 1'-0' 4'-0' IIW 2'-W 16'-2" 2'-9• 5Q, FOOTAGE - 10'-B" 10'-4' 12'-0' T'-O° 215.0• FIRST FLOOR 1473 g SECOND FLOOR 562 _ -- TOTAL SECOND FLOOR PLAN A FIRST FLOOR PLAN A SEE ADDENDA FOR PLAN GARAGE NOTE.FINISHED AREFOOTA&ECALCULATIONS SCALE 1/1"=I'-0" SCALE.1/4'=I'-O" CHANGE PER ELEVATION. FOR THIS HOUSE WERE MADE BASED ON PLAN t ZI H\U F N DIMEN510N5 ONLY AND MAY VARY FROM THE - d FINISHED SQUARE FOOTA&E OF THE HOLM AS BUILT INDIGATE5 EXTENT o y a OF POT5HELF OR z 0 Wy COFFERED GL6.SEE mo m ii PLAN FOR HEI&HT(5). aaaa aaaa ggq<l< 41 aaaa aaaaaaa � g _1 a —SHELF 4 POLE z S BEDROOM 5 �W 1/2 I I i O o F � o J C o o W I OPTIONAL BEDROOM 5 .jg o SCALE.1/4"=1'-O" /ry 0. IN LIEU OF BONUS LLtJi w o d m z N Z F r (1 ENTRY � a �( O N _� � WQ€ N OJ O��Wm 0 J O Z rcUL J ® moo DEN rv. � aFp /V� >° �Y LV � QA u� V/ a m J� �Za a "� u m has cc Q�zao 0 .n�,yy+dFz 0. SCOTJ, a —OCiHTcS, * Ip OPTIONAL DEN -oti-F FF 33 W SCALE.V4"=1'-O' 3Ja h baa. d 70f Che IN LIEU OFBEDROOM 4 oocd and o °e. a m y g a r't.iss b.',Itling per V .. l by ppJ. b'e S.o V V V nuance o g g d o �i Ems+ a of Inese p,a,s no[ FEW � 0 P l 0 1 �',.. l 0 d dnce. No �Dam t p O Y W K N O! o loel t'la pIJV a �� ti G -dll 1-1 d. z o (p U m O UTTILITY LEGEND SURFACE MOUNTED-01-1 S LIGHT FIXTURE RECESSED LIGHT FIXTURE HAN61N6 L16HT FIXTURE a a a a VP. REGE55ED LIGHT FIXTURE W/VAPORPROOF LENS COVER. (6FGI AT HYDROMASSAC $ATHNBS) +} WALL MOUNTED LIGHT FIXTURE WALL MOUNTED SCONCE LIGHT SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET LISHT FIXTURE \ FLUSH MOUNTED STAIR TREAD LISHT. a a a a a a a a a a a / \ / El4V' 'J'-8" v RECESSED GNTROLLEDNAL HP EXHAUST FAN, SA ITCH /t o eA�E aTLET \/ RECESSED COMBINATION LI&HT/EXHAUST PAN, 1 VERIFY LOCATION -.. DlScora�E 220 .WP. \ - N T SWITCH GONT20LLED .- •.. :.,. n RECESSED COMBINATION EXHAUST FAN/HEATER W/ ISGO —TI AT PN HOT �.� - T} V -� rloT � SWITCH CONTROLLED .,uaH� HO 120v DUPLEX GONVENIENGE RECEPTACLE 220 240V SINGLE CONVENIENCE RECEPTACLE a a a a a a a a a a a — ---� 1 / KIT, HEN L L / Q ,32" I f, 1/2 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED,V2 HOT OPT. IZOV OUADPLEX CONVENIENCE RECEPTACLE, ,,..-. NOOK r I Il�ie BtE�;s;ARr w `` E HS M BATH / BEDROOM FAMILY \ J; -_ iT Q =? I20V,DUPLEX CONVENIENCE RECEPTACLE BELOW s i \ MASTER \ �� I (INCL.INSIDE CABINET OR ABOVE AT cEIUNG). o J / �/\ � WP. 12ov,WEATHERPROOF DUPLEX CONVENIENCE r•/. I J RECEPTACLE I" G w� FI ZZOV. -�T I20V,6R^JND FAULT CIRCUIT-INTERRUPTER(6FG!) 1f DUPLEX CONVENIENCE RECEPTACLE Y — ,•�IN ATTIC - .I f W -- pp. I2ov,AEATHERPROOF C.1 6.F. .DUPLEX CONVENIENCE j��-}�{ ------ . ^-� - — RECEPTACLE ¢ ------ - ---- H5 DEDICATED HIGH SPEED PHONE OUTLET w r v -� 120V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVER LAV /./ / �� e0" P -{}#- SINSLE POLE LISHT SWITCH ,. OPEN TO \ \ 5 I 1 c+ BELOW THREE-WAY LIGHT SWITCH I 4 V J 5 FOUR-WAY LIGHT SWITCH Dlxlx H/ 1 LIVING o � G/ IVI �I L PT. D � 51N61E POLE LIGHT SWITCH W/DIMMER CONTROL I _ - 1 PH. TELEPHONE JACK p / TELEVISION ANTENNA/GABLE JACK ORK 1/2 ___ / SHOP I PUSH BUTTON FOR DOOR CHIMES OR 6ARA6E 1I� 1 HOT v I DOOR OPENER DOOR CHIMES i -�\71 / THERMOSTAT VERIFY LOCATION WITH HEATINS t _I, -1- i LIbHT� • / AG LAYOUT o BA. 2 JUNCTION BOX,WITH COVER OR ADAPTOR AS Z d fo ---------------- / �Y \. _ BA. \J' ... ----------- 1 REQUIRED V ,n O _ \ A ENTRY, `/� \ O MOUNTED,HARD WIRED AND W BATTERY BACKUP E- SMOKE ALARM,IGBO APPROVED,GEILINI6 9 a CEILINS PAN JUNCTION BOX,WITH COVER OR J o o e / • —— ——— I \ \ ADAPTOR AS REQUIRED ; F5 �• y LIGHTED ADDRESS SIGN VISIBLE FROM STREET) z z F w (LOW VOLTASEJ TIED TO PHOTOCELL, BONUS OPT. / N \ I GARAGE VACUUM LOCATION. t \ OPT EXTERIOR / BEDROOM 7 I UNDER SAVE OJTL.ET DEDICATED CIRCUIT FOR VACUUM SYSTEM Q \ BEDROOM 2 VERIFr LOCATION VC d � \ UP 20 AMP.MIN. }W�a BEDROOM 4 I Are L6 \. OUT FOR I /� 5EGURITY SYSTEM MASTER UNIT W Qj� N N HOT II I' \ /OPT. DEN FLOOR DRAIN(FD)OR AREA DRAIN(AD), }KQ} Q DEMARCATION BOX AS NOTED R LL 0 --- SABA Y4FO hE STUB ' O ROOF DRAIN ) O p W(� _J --- - - - - -- T.Y.AND (RD \ / GABLE I6'W X 5WH J 1uLL11 TV- /. x 6•D �I HB HOSE BIBS(HB) qq� LL. �.� (D � _ I HOT I=7ER SAVE OUTLET S SERVicE PAt�L Fib IV HOSE BIBS WITH SHUT OFF VALVE(HB/SOV) p 11 Y.m m J N O Z BEDROOM 3 VERIFY LOCATION / SOV I/2 PH ,., "... ,. TIMERIRRI6ATION _____ -- - FUEL GAS OUTLET(F6) }O O O 0.1I� O >, O HOT HOT H.B.W/ r 2 Q F- m U s.O.V. �y■ T ;: LOOSE KEY VALVE(KEY) � ~��Z M WATER STUS OUT FOR FOR ICE MAKER W d In J V \ r„ a.,•ett pp J SURFACE MOUNTED FLUORESCENT Y 3 a ______________________�_ i LIGHT FIXTURE � ccz� /_` �Q W A' W/PHOTO CELL OPT.LI 00 O AT. Y 84"FLUOR.• / W/PHOTTOo CELL __ (n LIGHT ( AT a84 FLUOR GENERAL PLAN NOTES: I. MECHANICAL VENTILATION FOR TOILET GOMPARTT'IENT9 AND '.GiN�_ BATHROOM5 SHALL BE CAPABLE OF PROVIDINS 5 AIR SEE ELEVATIONS FOR EXACT CHANSM PER HOUR. ,.3.:. <03.3. Z LOCATION OF LIGHTED 2. PROVIDE LISTED NON-REMOVABLE TYPE DAGK.PLOIN - H ADDRESS SIGN. PREVENTION DEVICE AT ALL HOSE BIBBS ':P.G 603 4 EXTERIOR AND PORCH LIGHTING - 9 $ MAY VARY SEE ELEVATION 3. SHOWERS AND TUB-SHOWER COMBINATIONS ON5 5 Be FLOOR ADDENDA. PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING _ VALVE TYPE.C.=.C.420. SECOND FLOOR UTILITY PLAN FIRST FLOOR UTILITY PLAN �� a. ALL D20-AGIRGUITS LET SUPPLY ED V 0015- INS UNIT PHASE, 6 SMOOTH CANS BY LITHONIA LIGHTIE llLW. T WITH IS AND BEDROOMS OUTLETS INSTALLED IN DWELLINS CHIT N.. '�.. SMOOTH WHITE TRIM KIT AND SOOOKELVIN GE BULBS.AT �DRRUPT SHALL BE PROTECTED R TE TIONARC-PAULT CIRCUIT SCALE /1'=I'-O'• SCALE:/H"=I'-O" F\ KITCHEN AND BATH. co BRANCH CIRCUIT. LISTED TO PROVIDE PROTECTION OP THE ENTIRE 77,,Ev BRANCH CIRCUIT. \.E.�.. �,�. 7 ^ �_ .� V 'T. PROVIDE GAT.5 PHONE WIRING AND RG 6 COAX.GABLE FOR d a N a6 '-T.V. 5. PROVIDE 25'-0'LONG 44 R®AR FOR CABLE/PHONE AND 20'-0" z m LONE COPPER FOR ELE-CTRICAL 6ROIRiD PER GE.G.SEC.25091 ctd. Oo i 12• 12• 25• 24• 12• INTERIOR ELEVATION NOTES .-- 2q 29 29 I•KITCHEN SINK WITH 6AR'l DISPOSAL. 2.OPT.30"DEL.OVEN. 3.RB=RI6ERATOR SPADE. � . 4.30'COOKTOP W 36'METAL HOOD NEW TO OUTSIDE AIR) 5.36•Mncl¢o/F1ooD corNeo.MENr ro ovrslDE AIR). `,r,2 s W c 6. BUILT-IN OVEN OR MICRO/OPEN GOF60 30' `�,��'1`¢ Q' T DIS.DI9FY'1A5lER 9PAGC. „ 6.TRASH 5-ZYC COMPACTOR SPADE. IS 4 n ry 9.RECYCLE BIN SPADE. . n 1 O.WARMING DRAPER SPADE. I I .CABINET DOORS MTN GLASS. 12.TOP AND SPLASH. 12 r"j 13.TOE SPACE. p ;4 4 12 //�� 26 15.S SIT.(SEE ELEVATION FOR D FpflU 2� Q '—" �, ±� 16.WINE COOLER SPADE. S Cton Ct�t 4 �0-II �t ' 4a4a 444444a _ n ^ a� n 11E= 91 ry ry m �� n I I 'ry sl 2IO.MIRROR(l ELENAnaN FOR HrJ 11------llil�--111 L---1 22.VAWrr SPADE. OPT.ROLL 24. RTAINROD. ENGL0311RE CII 2-0' 19 26 POT DRAW6t3 13 2-'GLR '-3'CLIi >!'-3'GLR 13 13 2B 25. BANJO TOP AND SPLASH. n VCtIPY 24• VERIFY 2"�. vBe1Fr V� f 24' 26.WOOD TOP. v 2'i.UNDER,GOUNTBi REPRI6ERATOR SPADE. 26.BASE CABINET.(SEE ELEVATION FOR DEPTH) k y �.�L� 29.UPPER CABINET.(SM ELEVATION FOR DEPIW 6 KITCHEN �y 31 FAGS KNEJ�E GABII�T.(Sg ELEVAT101Y FOR LEPTN� a a a a a a a a a a a . I YL.7f� 31 .DESK KNEE SPADE. SCALE:3/6'a I'�' 32 LPIMDRY SINK. 33..VENTILATED SHELF AND POLE. IS' IS" 34.WET-BAR SINK- 35.WINE RACK. 2-1 2q 36.BUILT-IN SHELVMS. 3T.SMITTY PAN. * '� ?' I II 1I 11 I NOTES: IS I 21 I I I I I 11 1 h CABINET DRAKINS ARE FOR WMAMATIG USE ONLY.REFER TO = 21 11 BUILDER SPEGIFIGATIONS AND SHOP DRAPUN65 BY CABINET w� `� 12 21 IS 24" t I �• 21 24" MANUFAGTU¢ER FOR FURTHe¢INFORMATION. wQ 0. R I I a 6 f IS , I vEe1PY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE a . 19 Q 12 12 1-0• 32 12 —_——_i —_——_i AT THE 1 TIME C.0HSTRUGTIRI NE T�.�ON THE EUILDL92 ` p p / L4 ry IFT�� t lMIR ^ ^, \ \-------L ---- - --' cQ i 13 26 26 13 1°I 13 26 13 21' 21' 21' 21" \+ 24' MASTER BATH BATH 3 BATH 2 LAUNDRY . j p Fr OPEN TO OPEN TO OPEN TO OPEN TO Z i PR I YT FRAMIOMY DIEM DIRN Q gam+ J c1 W 4 Z� d o PWO 6 O OI 96' pF'+ C M BOX ry BOX JLaJ Q p ,op W cr Wf I ry ',L FAMILY ROOM FIREPLACE FAMILY ROOM FIREPLACE N SCAZ 3)D'.P-0• SCALE IV.1'-0' Q N b A yF` (3D 5' = o Z p O 94 cc y4 W U N qq���(l Uj in z"t- _ cc 00 \ 33 ( V ~} M oOv Q 46 - APPROVED FO R PERMIT IS SUANCE L 21 SCOTT FAZEKAS&ASSOCIATES,INC 'S L STOR. DATE These plans have bee wetl for adherence m the applicable codes and rortllnance. Auth oriza±ion is / \ �6 i hereby granted to issue a building permit pending approval by all applicable Clty agencies. The issuance or granting of a permit based on approval of these plans shall not be t construed to le fU O ov permit presumed to give e"\ 10' permit y r approve any anon provisions ov seons of such 4 = , 82 des Or oldrnanCo 01 Y U RISE. r•YIb an±hor�t to v late ancal the 4 codes shall be vah 0 U R. m SECTION B SECTION A SECOND FLOOR FIRST FLOOR X SCALE:s/D".1'-0• SCALE,9/D'.I'-O' SCALE:3/B'.1'-0' SCALE:3/6'.l'-O• m o m 0 N SECTION NOTES I.FASCIA BOARD.SEE ELEVATION. onaio� 2.BARGE BOARD.SEE ELEVATION. 3.EXPOSED RAFTER TAILS. 4 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF 5HEATHIN6. 5 6.DESIGNED WOOD ROOF TRUSSES. ,.HEEL.STAND TRUSSES. a a a a IZ 6 I 12 a.SIRDER TRUSS. 4 4 q.2X ROOF RAFTERS. I O.2X ROOF JOISTS. 11 .2X CEILIN6 JOISTS. 12.RIDGE BOARD/BEAM. 13.FLUSH BEAM. 1 4.DROPPED BEAM. 15.HEADER. 16.IX OVER ZX TOP PLATE AT NON-BEARING WALL. I T.DOUBLE 2X TOP PLATE AT EXTERIOR d BEARING WALLS. ., 15.2X FLOOR JOISTS. a TOP PLT. .,... _. ...-.... TOP PLT. 1-1.DE516NED FLOOR TRUSSES. aaaa a a a a a a ap _- 20.FLOOR SHEATH IN6. - 2 1 .6.1.FLASHN6AOOF TO WALL) 2.2 S. FLASHING AND SADDLE/CRICKET. I IT Ib 4D 4'1 23.EXPOSED BEAM. j 24.2X SOLE PLATE. h 25.2X P.TD.F.SILL PLATE. W n --m' WALK IN 26 WALK IN BONUS/OPT. m 26.2X4 STUDS. GLOB GLOB BEDROOM 5 25.2X GG EI RIIPPLINO F�URRIN6. 20 40 4 2q.2X BLOCKING. 24 30 2x6 5TUD5. m . FIN.FLR. 32.BALLOON FRAMED WALLS SEE FIN.FLR. STRUCTURAL FRAMING PLANS, ®a a a a a a a a a a 5TRUCTURAL CALCULATIONS AND 6ENERAL NOTES. TOP PLT. I4 13 TOP PLT. 33.(3)2X STAIR STRINGERS. AND RISERS. IH 35.WINDER STAIR F�RAMIN6 W/PLYWOOD TREADS. - 15 44 36.RIP 2X DECK JOISTS FOR 1/4"PER FOOT SLOPE. 3T.ELASTOMERIG DECKING OVER PLYWOOD SUBFLOOR. 28 INSTALLED TO MANUFACTURERS SPEGIPIGATIDNS. 58. 2X "NAIL SPACED"DECKING. N O FAMILY _ LIVING/ ENTRY W DINING v 39 CONCRETE FLOOR SLAB. 00 - 40.36 HIGH GUARDRAIL PER GB.C.50q. 41.34"-35'H16H HANDRAIL ABOVE NOSING PER GB.G.10033.3b. W, _ 42.FIBERBATT INSULATION-SEE ENE:RSY COMPLIANCE SHEET. o _ 12 12 25 3q 43 S. EXT7RIOR FINISH,REFER TO ELEVATIONS. < S S P. 4 4 FIN.FLR. 44.EXTERIOR SOFFIT(SEE ELEVATION). a o o IN.FL.R. '. 45.SHELF,I/2"GYP.BOARD OVER 3/5'PLYWOOD. 46.PROVIDE I-HOUR FIRE RESISTIVE CON57RUCTION UNDER STAIRS ,b q AT ENCLOSED USABLE SPACE PER CBL.100333A - 5/5"TYPE'X'GYPSUM BOARD WITH 6D COOLER NAIL5 AT,"O.G. 4, 5/6"5/6"GYPSUM WALL BOARD a> H SECTION 45.1/2"GYPSUM WALL BOARD ✓✓L '4q.FIRE SEPARATION BETWEEN HOUSE d GARAGE TO BE O 5CA-/4-r-O° 5/6"TYPE'X"6YP.BD.W/6Q COOLER NAILS AT T"O.G. - TOP PLT. 50.FIRE SEPARATION BETWEEN 2ND.FLR.d5/H"GAR.GL.6.AND _;. WALLS SUPPORTING 2ND FLR.TO BE 6 ATTIC F.A.U. NOTES u 4T 1ona/o1 -- MASTER 20 I. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC,OR IN AT DECK BEDROOM:'- BEDROOM 2 0 A FURRED 5PACE. �`!] OFT. 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORINO. 36 3T ZO 42 21 3. ATTIC OPENING AND PA55A&EWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF R/RNAGE. y FIN.FLR. 4. PROVIDE MINIMUM 24"VIDE 50LID CONTINUOUS FLOOR FOR TOP PLT. PASSAGEWAY. 5. FURNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC o WORK ''` 5o OPENING. SHOP I4 13 15 IN FRONT OF EQUIPMENT. "�. 6. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"X 30'MIN. g AT DECK KITCHEN aq PROVIDE A I�iDuIR FIRE RATED occLPANGY GARAGE _ T GOLVENiA'Ri"w ull IT SERVES.ROOF A N.OF 5 PT.ABOVE THE HIGHEST VENT Vaa o o OPT' SEPARATIONDWELLING AND GARAGE p Z(n W A5 REd/1RED PER SEGTON 302.4(FJCGEPfION 3) 6. 1 AND TABLE 3-B OF THE CALIFORNIA BUILDING FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Z CO E 3q GODS FOR GROUP R DIVISIONS AND GROUP U 5 DIV151ON I OGGU°AW.IES. �� F STRUCTURAL MEMBH25 POIETING HORIZANTAL q RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY 50 7. a OCCUPANCY SEPARATION SHALL COMPLY WITH INSULATION BENEATH WILL NOT BE COMPRESSED. N o0 SECTION. OF CALIFORNIA BUILDING CODE. �i FIN.PLR. GENERAL SECTION NOTES z " 6 I. REFER TO STRUCTURAL ENGINEERS DRAWINGS,DETAILS AND 5 NOTES FOR INFORMATION NOT SHOWN HERE. p y SECTION C 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN O "t,P-O" HERE SCALE 1/4 1/4- -- __-- i 14 3. 9EGTION9 REFLECT THE"A"ELEVATION U.N.O. <f N TOP PLT. III N 4. ROOF SLOPE(5)AND OVERHAN6(5)MAY VARY PER ELEVATION. ❑ WaiH REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH Q}} ELEVATION FOR MORE INFORMATION. dIL O d- 26 S. A HEEL TRUSS. (D.FROM TOP PLATE IAL I T MENSION IO THE TOP OF TOP CHORD). 1 O W QWW�-O 'i �I BEDROOM 3 BEDROOM 2 ° gig �_ RHON Z 42 24 X T0P Y }�F / 1 mQ FIN.FLR pF�O ~�WW� w U N Z TOP PLT. TOP PLT. 8 Q ® � M Ca� ;n Do OC 5O n zy �1�� m � .ao 4H F}F BEDROOM 4Q$ / OPT. DEN GARAGE e ��d�o Gm 39 oyOOIATES, NO �jIp�U DA7 -- �d for atl� en CB t0 ih0 e. A an is SECTION A g P t Pending SECT ox W SCALE. -=11-o" t ba ed on v4 st- ed 10 Lo � ~J Ppllcauiee ry ��w tWo eeJch O U N X O � O ELEVATION/ROOF NOTES 1. 2x6 FASCIA,SEE DETAIL. 2. 2x6 BARGE,SEE DETAIL. AT D£GK 3. 3 xb EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. 4 1 Tyr. 41 OPT. NOTE:ALL RAFTER TAILS TO BE ECIUALY SPACED.FRAMER D.5 D.ITO COORDINATE WITH TRV55 ENGINEER. ________�___ 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. 6. (1)GOAT STUCCO SYSTEM IO8.0.M XXXXXXX a a a a a ---------a- --- - D---�_ . I 7. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. EXTIE 9. TONGUE-AND-GROOVE SOFFITSOFFIT. I 10. SPACED x VERTICAL WOOD TRIM AT XW O.O.OVER I EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. , EXPOSED W00D CORNER TRIM,SEE EXT.FINISH NOTES. I j 12. EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. 1 I 13, WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. I 14. FOAM TRIM,SEE ELEVATION FOR SIZE. IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. 1 ' TYP 99 16 Ib. BUILT-UP"CURVED"PLYWOOD TRIM M .O..P BOARD. g I I D8 IT. FIXED SHUTTERS,5£E ELEVATION FORR SIZE. 6 5 2 2 I O D'1 -- I Q• PROVIDE 9.1.PLASFIINB AT ALL EXPOSED WOOD TRIM. 20' CONTINUOU5 6.1.EXTERIOR PLASTER SCR®,SEE DETAIL. 1 O a 1 TOP PLT, _ 1 _ TOP PLT. RIDGE ©-©-i- - 21. B,I.FLASHING ROOF TO WALL. ,- 22. 6.1.FLASHING AND SADDLE/CRICKET. OO i 23. APPROVED REPLACE MTE MII A TERMINATION CRAP NV SPARK ARRESTER FROM 9 1 D,1 1 AREA-I 19 24. MIN-SET VENEER. 11 TYT. Ij (VENTS IN q II 14 2 I a4xboED • 25. THIN-SET MASONRY VENEER. 2 21 b -B+ 2b. 5HA-FOAM CORBEL,SEECDETAIL.XXXXX I D9 D9 D,2 IT .I 21 26. SHAPED WOOD CORBEL,SEE DETAIL. Tap. ROOF LINE BIM. 7 b 29. x WOOD POST(5). a a a a a a a a a a a i ___________ ______ 30 MANUFACTURED DAO, BEAM COLUMN. SHAPED ENDS. 1 0.1 I BUILDING ,. _ _I-- _, -- -------- LIPS FIN.FLR. - _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ FIN.FLR. 32. PRECAST COMPONENT/TRIM,SM DETAIL. j -- - --- - - - - - - - -- - - �- 33. DECORATIVE FALSE TILE VENTS SEE ELEV.OR LOCATION. J a TOP FLY. _ _ _ _©©._ _ _ _ _ TOP PLT, 34. METAL RAILING,SEE DETAIL. 35. WOOD RAILING,SEE DETAIL. _ 36. DECORATIVE METAL,SEE DETAIL. Nj 1 O O 1 ' 4 37, EXTERIOR PLASTER RECESS SEE ELEVATION FOR oe f_____T_____TT_____ L tiA H 36 G QD LOCATION,DEPTH AND SIZE of FINISHED oPENIN = u q ❑ ATTIVENTN II�TION LOUVERED MORE INFORMATION7. m q ----J SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE RE AREA-2 - D.I T Q 34. 0.1.SCREENED'ROOF"AIR VENT.(SEE REQUIRED ATTIC a a ! ----- T AREA-3 .I VENTILATION CMART FOR MORE INFORMATIOW. (U 0 4A61N ~___� ___� (U OHAGIN �I io IX6 p 40 E ODECORATN FOUR SIZE AND LOC.AT VENT/ OUVERED BOARD,SEE L� VENTS �_________________ VENTS -_ - 41. VERIFISUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD >p b' �_ b FIN.FLR. FIN.PLR. 42.LINE OF SYNTHETIC STONE YENEEiR.SEE ELEVATION. 10 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE - b SLAB INTERFACE PLAN FOR TOE PTO.RETURN DIMENSIONS. 44. LINE OF*2"WAINSCOT.SEE ELEVATION FOR HEIGHT. _. u C.6 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE - o FRONT ELEVATION BLAB INTERFACE PLAN FOR MORE INFORMATION. PLAN 4-A 46. B.I.RS6LET FOR COLOR GOAT CHANGE. W � 4-7. MECHANICAL TUB ACCESS PANEL,CORRO51ON RESISTANT, r ^ d scnte ve=r-o �,,LE v<.=L_o„ VERIFY LOCATION. eJPA%I V I�5H 46. LINE OF INTERIOR CEILING OR INTERIOR WALL. (n ' 49. LIGHTED ADDRESS SIGN. EXTERIOR FINISHES p ALL EXPOSED FLYWOOD TO BE EXTERIOR BRADS. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO INSTALLATION/ASSEMBLY. t 1 INDICATES SMOOTH STUCCO FINISH Q ROOF PLAN NOTES D„e pz s m $ j INDICATES 4.12 SLOPE UNLE55 NOTED OTHERWISE O3 F Q ^� Ea' ON PLAN. Q J y TYPICAL ROOFING TO BE CONC.'S'TILE J a U 9U EAGLE ER-4660 J LL d p d TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z W 0 pWq m c� UNLE5S NOTED OTHERWISE ON ROOF PLAN, 0 10 TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" ~ O p UNLESS NOTED OTHERWISE ON ROOF PLAN. �OD O W O p a REQUIRED ATTIC VENTILATION ELLEEQ Z x F w THE ATTIC VENTILATION CALCULATIONS PER CB.C.SECTION 1505.3 AS FOLLOWS: (A)ATTIC AREA(SQUARE FEET). (B)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL y REQUIRED NET FREE VENTING AREA IN SQUARE INCHES.DIVIDE TOTAL F BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH H16H AND LOW .AREA DIVIDED BY .5 (HIGH AND LOW VENTING NOT USED) pj (C)TOTAL SQUARE INGFE5 OF NET FREE VENTILATING AREA PROMO® f-� CV BY GABLE END A7T1C VENTS.(SEE BELOW FOR MIN.90.IN.OF <}$ N FREE AREA FOR EACH VENT) = .GABLE END VENT 9 W Z H (D)TOTAL SQUARE INCHES OF NET FREE VENTILATIN6 AREA PROVIDED <} <} Q BY ROOF AIR VENTS.015 SO.IN.OF FREE AREA MIN.EACH VENT) 11 QQ ID�.HI614 VENTQ.LOW VENT ©'jIE AREAS pO p}N cD (E)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED ?O IL p p^ J BY HIDER SAVE VENT BLOCKS.(12 SO.IN.OF FREE AREA MIN.EACH) v J _ .VENT BLOCK AT TRUSS BAY (P)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED (n N PLAN A B G D E F J oo Z ATTIC RCO'D GABLE END SAVE TOTAL 1Wa }F- O O) O "4A" AREA VENTING VEM FORMER VEN B VENTBNb HE <H (Ga.FTJ(EQ.IW (W.IW AREA-1 2024 4°O = droa- NISN M-1- - (W1n• *4 Nis« K �•L L 400 Law WA 1.ow (u�s.rTo Low WA u. - uw LL O Q t Uj Q AREA-2R Tb -IS WA "Ivsi.," N.s•+s WAa' B zzaq� v) WA u. 95 W�u WWWQ •�� Jw� U AREA-3R 72 TO WA WA. 95 m V '�Z Q gFFFUI m L Q� aO CC -moo NOTES: f z 1,NET PREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON Z H y ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE O_ MINIMUM"REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED WHEN y< Gm an 2.ALL VENT FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ASOVE City Of Lake Elsinore OPENINGS SHALL BE COVERED W/I/4"CORROSION ,,•., �n�Ql Planning Division Approval RESISTANT METAL MESH.(IF MESH IS LESS TYMN.I/4°714EN TFS _ ITULL NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLbW "* w ` FOR REDUCED AIR FLOW) Jr FF m Approved BY VGA' 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING YO YRUSS V MFR.TO ACCOMMODATE ALL ATTIC VENT$ a 4.ALL VENTS SHALL BE INSTALLED 50AS TO MAKE THEM g ` WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE n., r��y AND PLASHED WITH'MOISTOP"IN THE SAME MANNER PRE OoSCRIBED ¢ v FOR WINDOW INSTALLATIONS. -. 1. - 144 0 5.PROVIDE APPROVED INSULATION DAMS(bAMLbW V*eft VENT BLOCKS 11 Z FROM BEING BLOCK®BY INSU.ATION. ,s. .2, , w ARE USED BPTY@N ROOF FRAMING MEMBERS TO PREVENT'VENT HOLM 6.LOCATE HIGH VENTING MINIMUM W-0°VERTIGAf.PISTANGE'' = � ■ ABOVE SAVE VBdTS. s ,O 7.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAMED AI�.AS m m TO ADJACENT ATTIC SPACES.REFER TO STRUGTUAL DRAWINGS FOR o FOR 5HEATHINO PENETRATIONS. aaaa 4 z 21 21 tV 6 1 2 AT TYP. aaa a a as aaaa , TOP IT., TOP IT. Tot-IT. TOP IT. _ - - - - - - - - - - - - - - - - - - - - - - - - - - �. _ - - - - _ - -- - -_ - - - - - D '6 21 INJ T E TYPICAL. O = Q U AT ENHNGi a a a a a a a a a a F 14 _ ___y PIN.FLR. r �'. - - - - - - - - - - - - - - FIN.FLR. FIN.FLR. - - - - - - - - - - - -- - - - _ - _ FIN.FLR. -- - - - - TOP PLT. - -- - , r - - - - - - - - - - - TOP IT. TOP IT. TOP PLT. - - - - - - r T`�-'---T - i - - - - - _ - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - T r T TYP. N W� 91M. _ _ __________ _ _14 IX4 LINE OF FENCE VERIFY LOCATION W .� ______ _____________ T _ I O a1 3 m D D9 1 •b x X�/ fir " z _ _ _. PIN.PLR. PIN.PLR. PIN.PLR. D'3 _ _ FIN.PLR. ^a a U REAR -4 LEFT �-�4 � ENHp.NG�D �L�'�?�TION �.,.,�1/,•.I•_,• x>LEI„•.I._o. CIS _ pod!AAL o � � w K IN �- �Q ti C-Loger ZT d a o Q00 CD 04 �JW d W 22 Lil J z c�.i A F w ENHAN(C'E1) PLAN 4-A City Of Lake Elsinore sc..Le Va•.I-o• Planning Division Approvai '' Approved BY'. 1.,• Vim. QYQ�9_ 04 14 4 / W F = CV Q~ TOP IT. - - _ - - - - - TOP PLT. �g p) a0i (II 3pWaQ10 , (n w J - -�a -- - ONE �- �� _ ONE o z ® o o O > f� M<� w ZQ FIN.FLR. — — — — _ _ —f— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ — — — — — — PIN.FLR.. Z Q TOP PLT. TOP IT. F I n a1 MM X.- Q 00 48a OOr7 Q 00 - � n LINE OP _`.rr �____4�OPTIONAL ZppH�� i •..• 000CCCC PENCE YEItIPY LOCATION ii it ..______________ __________ ___________-_____________________-_-_-________ -____ aL __. II ----------------- FOR PER"✓1Ti -JUANCE Out �6A511 SCOTT FA'EKIS&;A SOCIATES,INC FIN.PLR. II _DATE '10r adherence to th r , � o d o e. Author zat'on i S O a a '.''-ling Perm't pend'',n o 0 (1 1�.�y' R�Cz1 1 T — a p based o R . W o' I o hued t E' .. aP, aul ed :0 9'v O N 9GALE I/4'•I'-0 z p � U m ELEVATION/ROOF NOTES 1- 2x8 FASCIA,SEE DETAIL. ionao� 2. 2xb BARGE,SEE DETAIL. �� A7 DECK 3. 3 xb EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. NOTE.ALL RAPIER TAILS TO BE EdIUALY SPACED.FRAMER D.5 D.I TO COORDINATE WITH TRUSS ENGINEER. --------------------- 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED---------------- T. COAT O I)XTERIOR SID E N&,SEE EXTERIOR FINISHES NOTES. a a a a i L• q �Q% 1 8. EXTERIOR GRADE PLYWOOD SOFFIT. 1 1 4. TONGUE-AND-6ROOVE SOFFIT. 1 I 10. SPACED x VERTiGAL WOOD TRIM AT XX"O.G.OVER 1 I EXTERIOR 6RADE PLYWOOD OR MDA.BOARD. EXPOSED NIOOD CORNER TRIM,SEE EXT.FINISH NOTES. 1 I 12. EXTERIOR bRADE PLYWOOD OR M.O.O.BOARD. 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 14. TION FOR S TRIM, I5• EXPOSED MW ��ASEE ELEVATIION FOR SIZE. I Ka-1 I 16. BUILT-UP"CURVED"PLYWOOD TRIM OR M.D.O.BOARD. p IIT. FIXED SWITTERS,SEE ELEVATION FOR SIZE. a a a a a a a a a a a 1 2 D. 1". POTSHFI-r,SEE DETAIL. INS AT ALL A100D TRIM. 1 ❑L O H❑ LED 1 b IT 90XS0 1 20. GONTiIN0005 19.1.EXTXTERIIOR PLASTC'ER�REW,SEE DETAIL. 1 ` TOP PLT. TOP PLT. 21.7J\ 6.1.FLASHING ROOF TO WALL. 22. 6.1.FLASHING AND SADDLE/CRICKET. 12.1 j �� 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM I I 1 � FIREPLACE MAWPAGTURER. I E I W O'HA61N I F 1 24. MASONRY VENEER. VENTS t I �11 DA 25. THIN-SET MASONRY VENEER. '. 1I11 ❑H 1jq _ 4 /- D153 6'I 14 S 26. SYNTHETIC STONE VENEER.I.GB.O.0 XXXXX TYP IX 0 27. SHADFOAM CORBEL,SEE DETAIL. 26 DWOOD CORBEL,SEE DETAIL. aaaa a a a a a a ad ROOF LINE 29. SHA WO OD OOD P05T(5). 1 7 1 T 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. BUILDING ,-' ., 21 la XH - ____._ __ _____ 31• MANUFACTURED COLUMN. T.P 4 LIME FIN.FLR. - FIN.FLR. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. D.1 -ar 1 - - - - - - - - -- - - - - - - - - - - - - - - - - - - 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. 71 TOP PLT. R2-0 TOP PLT. / - 1 I 54. METAL RAILING,SEE DETAIL. ff----11 - 35. WOOD RAILING,SEE DETAIL. I ❑ `z' I 36. DECORATIVE METAL,SEE DETAIL. w o L] L p_ yFA I -�- 13 37. EXTERIOR ,Dom=AM 5 E�FINIZSHVATIOoPENIN6. o b 00 o , a� D� x g Ff L ~ I 14 36. 5E 5GEVATIO�LOWERED'GABLE END VENT", w . q SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQ'D. U � - --- --- -- 1Z 7 ATTIC VENTILATION CHART FOR MORE INFORMA710W. AREA-2 1 D3 i 26 cI vl II4 g 6 39. 6SGREENED"ROOF'�M ORE DREG UI ATTIC a g --- X4 VENTILATION CHART- ___________ 1 / 9X6 40. DEC-ORATI VE(FAL5E)VENT/LOWERED BOARD,SEE r. (1)O'HA61N ELEVATION FOR 51ZE AND LOCATION. VENTS L-------------------- (U O'HA61N 41. 6.1.WITTER AND DOWNSPOUTS,LAYOUT TO BE FIELD ;4 b VENTS / �P VERIFIED. PIN.PLR. q N 42. LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. - AREA-3 _ PIN.PLR. 43.LINE MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE _ � SLAB INTERFACE PLAN FOR TOE PT6.RETURN DIMENSIONS. 44. LINE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. - D.s 45.LINE OF WAINSCOT FURWS.SEE ELEVATION FOR HEIGHT.SEE - ROOF PLAN -I3 FRONT ELEVATION -g SLAB INTERFACE PLAN FOR MORE INFORMATION. ✓ 46. 6.1.RESLET FOR COLOR GOAT GHAN6E. 4 '� 7' V 47. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, SCALE/e"=,o" I-�-�1 I^N xaLE va°.i'o° VERIFY LOCATION. V J 1- 4H. LINE OF INTERIOR CEILING OR INTERIOR WALL. 9 49. LIGHTED ADDRESS SIGN. EXTERIOR FINISHES O,IG 01 M ALL EXPOSED FL', O TO BE EXTERIOR GRADE- ''. ALL EXP05M WOOD TRIM,PLYWOOD,SHUTTERS,PC 5TS AND CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. t-,71 INDICATES SMOOTH STUCCO FINISH --W m� ROOF PLAN NOTES o,1a z o yO� INDICATES 4:12 5LOPE UNLESS NOTED OTHERWISE oa �Z W W V Q TYPICAL NROOFIN6 TO BE CONC.'S'TILE > x V EA61-E ER-4660 J Q u TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" C UNLE55 NOTED OTHERWISE ON ROOF PLAN. W Q- d d TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. `J® p o e REQUIRED ATTIC VENTILATION -- THE ATTIC VENTILATION GALGULATION5 PER CBO.SECTION 1505.3 AS FOLLOWS: W ATTIC AREA(SA/ARE FEET). (0)DIVIDE(A)BY 30O AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN 5QWARE INCHES.DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH H164 AND LOW E •AREA DIVIDED BY 150 (HIGH Alm LOW VENTING NOT USED) Q d (G)TOTAL SQUARE ING ES OF NET FREE VENTILATING AREA PROVIDED BEDROOM 4 BY&ABLE END ATTIC VENTS.(SEE BELOW FOR MN.90.IN.OF Q N BEDROOM 2 /OPT, DEN GARAGE _ FREE AREA FOR EAGN VENT) ® &ABLE END VENT WQFz- (0)TOTAL 5GUARE INCHES OF NET FREE VENTILATING AREA PROVIDED a} z DY ROOF AIR VENTS.015 50.IN.OF FREE AREA MIN.EACH VENT) 1L Q / .k \ \ I ( -- ---�-- �.H16H-Q-LOW VENT *AREAS 0� Bm cn J 2040 S.N. 2040 SH - 2040 9H_ / / \ \ \ I FUY I F / \ �. (E)TOTAL SQUARE INGFE%OF NET FREE VENT AREA PROVIDED f LL .VENT BLOCK AT TRUSS BAY H 6 O `,L LUp BY UNDER ERE I VENT BLOCKS.RE SQ.NT OF FREE AREA MIN.EACH) O QaQj LL adJ _J Q M)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED zF n N 6 I A B G D E Foo O - --- -<-- -- PLAN rca 0 ATTIC TIN 6A&,E Eno EavE ToraL }, >rn --- -----� -4 I / \ -' I J \ I "4B" AREA vENnna VENT`- ooRHER vcrvrs vEnrG i iNe a~yx f I- r�w m >" / \a I I i -- - --- - \ I iv Pi City Of Laken App r:,vat - cxa.Fro ha.IN) roo.Iw rm.NU x s ro.Iw 0 Li L)N Q n u�s vision A ro as «10» wA «en rsrs-s+o "le" tone sTo «�s« II \ � aMFFtg Di AREA I 2004 aR Low wA Low f�1w•afo low I.sla p ``���a1'1'�a� a ^` _to M .� N y I� AREA-2 62 79 WA "L1eve"i rws.�s 1A 95 Law U W W ME al K �Q UJ _____________________________ V .� AREA-3 R' 64 61 WA 19� IUW •�_ - �� «1s" nl+s.4s wA a. 9s ®mI V Z 7 Q �� ------ ---------- X Q �c_ zFF H _ NOTES: 1.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON � i Is-Is- S'-0" s'-4' E yyy 4'-0° I'-6' 2'-0• Ib'-0' 2'-0' ASSUMED VENT SIZE AND PR AREAS.FIELD VERIFY THAT THE (� MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDED WHEN <m�a K VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. d2 1 2.ALL VENT OPENIN66 SMALL BE COVERED 1W 1/4"CORROSION �I1 40,-0" 401.O. RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4'THEN T#¢',',;v 1U NET FREE VENTING AREA OF VENT MUST 19E INGREASEb'f0 ALLOW FOR REDUCED AIR FLOW) ; 3.FRAMER SHALL Be RESPONSIBLE FOR GOORDINATINO At,41 vipios.,;;y REFER TO BASIC PLAN FOR REFER TO BASIC PLAN FOR MFR.TO AGGOMR40DATE ALL ATTIC.VENTS .. q et 4.ALL To SHALL BE INSTALLED 50 AS TO MAKE THEM N= NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND WHEATHER-PROOP AND WALL NIOUNT'V0 LOUVERS SHALL BE �` INFORMATION NOT SHOWN INFORMATION NOT SHOWN po 2 AND FLASHED WITH'M015TOP"IN THE SAME MANNER PRESCRIBED C. HERE HERE FOR WINDOW INSTALLATIONS. . . N N m 5.PROVIDE APPROVED IN5ULATION DAMS(BAPPLOW W4ElE VENT BLOCKS ARE USED BETY@N ROOF FRAMING MEM N!"TO PREVII4T VENT HOLES x F FROM BEING BLOCKED BY INSLLATION. x Q SECOND FLOOR ADDENDUM -4-g FIRST FLOOR ADDENDUM -4-g 6.����T�MINIMUM 3'-0"VERT CAL DSTANCE C L 7.PROVIDE ACCESS AND VENTILATION FROM GALWORNIA PRAM W AREA9 I SCALE:1/4"=I'-a' SCALE 1/4'•I'-O" TO ADJACENT ATTIC SPACES REFER TO 5TRUGTUAL DRAWIN65 FOR O FOR SHMATNING PENETRATIONS. lo_c° Q Q Q Q 4 21 zl 22 y 17.1 b 0.1 AT ENHNC. __ - aaaa aaQa aaa , 'I TOP PLT. _ TOP PLT. TOP PLT. ' TOP PLT. I l u Db I �I 13 AT ENHNC.T T m Y I =I a 4 4 -- II I aaaa a4aaa4a 14 x. FIN.FLR. ' — —1O —— _ _ — — _ FIN.FLR. FIN.FILM. _ — — — — — — — — — _ — — . — — — — —— — — —— — — — — — — �- - _ — — — — — \ 1 I TOPPLT. __ _________ _________ __ __________ _______ TOP PLT. TOP PLT. _ _ _ _ _ _ _ _ _ _ _ — -——-I — — — — — — — — — — — — — — TOP PLT. N F 14 0W _TMP_ ____ lg4 " ______________.. g 3 4 op I D.3 DS D li 14 LIPS OP FENCE VERIFY LOCATION w - / QOC .______ _ __________ __I L {{LL]]11 FF T i TYP. - OC f] 3 FIN.FLR. Q FIN.FLR. FIN.PLR. - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - _ J I y REAR -4-B LEFT `f-B U-' x�I,...I._o. cn I 40-0 Iy,•o„ 5_Z• 6�. W_Z. ———A X ____________________ KIN mF x U a L09ET ZS C G02 o C5 d�••••�� J Lai 3 �' w 61WJ z $ z F w City otLake ENHANCED ELAN 4-B planning Division Approva9 ; APPcoved BY: .`f n Yd�9Q } cli Z� I� „ie �7� f�" G•'7 w Z f- d QQ O Q TOP PLT. TOP PLT. LLO Q 8}� m (n I I'I I I U1v J61Y J � DO 0 JOt R AT ENHNC. _� OY LV SON Z J 3 FIN.Flip. iFIN.FLR. - - - _ - - _ — - - - _ — _ - - ��111 yy}}�� TOP PLT. TOP PLT. _ 7 W L ca ro G WWSV o)N7 . OPTIONAL _KQ LINE OP PENCE VERIPY LOCATIO I � .r _____________________________ ______- ,.______ _____ _ __________7 I__�r_I�____ _________________ L. v iELE6�T.V.I S FCR P SJ.ANCE Jia O FAZE:<A a SJOGIATES,INC 1�1 II 4______ __________� nv DA F _ '.. 16ASI I I �ne tlti • ce t ' FIN.FLR. 1 Pm't P.— V9N.�FL7t. ' -J-I— _ — — — — — —— — — — — — — — — — — w IZ a n m based M� i RIGHT B 4-1 5cet.e va•.ry z o m U 9 C ELEVATION/ROOF NOTES ------------------------------- i. 2x8 FASCIA,SEE DETAIL. 2. 2x5 BAR6E,SEE DETAIL. AT DECK 4 9 TYP 41 OpT, 3. NOT ,SEE DETAIL- E.ALFTEREXPOSED F TAIL TOSBE EG%JAL�Y SPnAGED.FRAMER D.5 D.I 'EXTERIOR WITH TRUSS ENGINEER. --'--- 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. r_________ ____-�______________�_N' 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. IF )COAT Lys SI 1 j b. EIXTERIOR SIDIN06,SEE EXTERIOR FINISHES NOTES. I ❑ ❑ 8. EXTERIOR GRADE PLYWOOD SOFFIT. 4. TONGUE-AND-GROOVE SOFFIT. 10. SPACED x VERTICAL W .G 00V TRIM AT XX"O .OVER �CyC EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. I I I I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. I 12. EXTERIOR&RAVE PLYWOOD OR MDO.BOARD. 13. WOOD LATTICE O/EXPOSED PLYWOODR O M.D.O.BOARD. 14. FOAM TRIM,SM ELEVATION FOR SIZE. 19 I51 EXPOSEDWOOD TRIM SEE ELEVATION FOR SIZE. O TYP. D.J 16. BUILT- CURVED*FIXm L9"HU7TE2S,SEE ELEVATIONI FOR SITRM OP. ZE. BOARD. aaaa a a a a a a a b 3 18 POTSIgLF,SEE DETAIL. 114 PROVIDE 6.1.FLASHING AT ALL EXPOSED HOOD TRIM. 20. CONTINUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. I RIDGE H 1 TOP PLT. - TOP PLT. 2 I. 6.1.PLASHING ROOF TO WALL. - - - - - - - - 22. 6.1.FLASHING AND SADDLE/CRICKET. 13 1 H I - 223.4 APPROVED MASONRY TERMINATION GAP W/SPARK ARRESTER PROM ❑ 12 j I72- I 21 FIREPLACE MANJFACTURER. D.I AREA-I D3 �' 25. THIN-SET MASONRY VENEER. 26. SYNTHETIC STONE VENEER.I.CB.O.• XXXXX I TYP. 1 fT)O'HA61N = 6 27. SHAPED FOAM CORBEL,SEE DETAIL. aaaaaaaaaaaVENTS Q g ;y _ 19 DI 14 ZI 7 ROOP LINE - D I8 29.20. Sx A WOO T(SGORBEL,SEE DETAIL. D.I 1 BUILDING 2 D H 2I _______ 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 1 ,.- ___ _____ 3 I. MANUFACTURED COLUMN. I 1 LINE FIN.FLR. FIN.FLR. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. TOP PLT. _ - - - _ _ - _. - - - - - - - - _ - - - - - - - - - - - - - _ 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. _ _ _ _ _ _ _ _ _ TOP PLT. 34. METAL RAILING,SEE DETAIL. 35. WOOD RAILING,SEE DETAIL. E F a Q ; E- �� p? 36. DECORATIVE METAL,SEE DETAIL. w P T 37. EXTERIOR PLASTER RECESS,5EE ELEVATION FOR o- ' _<� LOCATION,DEPTH AND SIZE OF FINISHED OPENING. _ a0 M 1 2X4 I5 _ - __ _ _ 38. 6&IE5GREENED 0 LOUVERED•&ABLE END VENT', I W 1 I O 7 IT ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQ'D. I I _ T ATTIC VENTILATION CHART FOR MORE INFORMATION). m `o I I T•------__.r S D1 D2 20 18 it 0., I I II -_- _ _ 39. 0.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC a g _____ 1 14 - _ D.2 D.I - - - VENTILATION CHART FOR MORE INFORMATION). a (1)O'HA61N I AREA-✓ IX4 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,5EE ` q 1 -_ ELEVATION FOR SIZE AND LOCATION. VENTS L---------------------- lU O'HA61N __ _ 41. 6.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD Ip `• VENTS _ _ _ - _ - - _ .0 VERIFIED. 'd I FIN.FLR PIN.FLR. 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. 0 45.LINE OP MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PLAN FOR TOE PTO.RETURN DIMENSIONS. ELEVATION FOR SIM DA 26 DS 45.LINE OF WAINSCOT FURR'S.SEE ELEVATION FOR HEIGHT.SEE ��/-J-1 ROOF O PLAN -^ ELEVATION ,,,{{{ /�, SLAB INTERFACE PLAN FOR MORE INFORMATION, K 7111 (�./ f�`J -f 46. 6.1.MISSILE FOR COLOR GOAT CHAN&E. w D ff 7�I �/ 47. MECHANICAL TUB ACCESS PALL,CORROSION RESISTANT, r 45. LINE OF INTERIOR COLIN&OR INTERIOR WALL. V�J SCALE ve"=r-D Ec VERIFY LOCATION. 44. LI&HTED ADDRESS SIGN. EXTERIOR FINISHES lam• \ ALL EXPOSED PLYWOOD TO BE EXTERIOR&RAVE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND GORE_L5 TO BE RE5AWN,U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. in INDICATES SMOOTH STUCCO FINISH --W TYPICAL SIDING TO BE, 21 22 SEE DETAILS ROOF PLAN NOTES za $ o„a o p INDICATES 4,12 SLOPE UNLE55 NOTED OTHERWISE j ZZ ON PLAN. V TYPICAL ROOFING TO BE FLAT GONG.TILE 1 x U EA6LE ER-4660 W Z C TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12" W_j j d UNLESS NOTED OTHERWISE ON ROOF PLAN. u� TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" City Of Lake Elsinore UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 o O O o ,$ Planning Division Approvai J 0. REQUIRED ATTIC VENTILATION a-LIX o Approved By: THE ATTIC VENTILATION CALCULATIONS PER G.B.G.SECTION 1505.3 a4 AS FOLLOWS (A)ATTIC AREA(5GIUARE FMMT). ( (5)DIVIDE W BY BOO AND I ULTIPLY SY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING,AREA IN SQUARE INCHES.DIVIDE TOTAL BY 2 TO GET THE NET MEM VENTING REQUIRED BOTH HIGH AND LOYL Q •AREA DIVIDED BY 150(HIGH AND LOW VENTING,NOT USED) dµj p" I I 7 (C)TOTAL SQUARE INCHES OF NET PRIM VENTILATING AREA PROVIDED Qf v C'V ,J, BEDROOM p BY GABLE END ATTIC VENTS.(SEE BELOW FOR MIN SQ.IN.OF Q BEDROOI-) i /OPT. DEN GARAGE PRH�AREA FOR EACH VENT) ® .&ABLE END VENT p W4 f CV / \ I r - (D)TOTAL SQUARE INCHES OP NET FREE VENTILATING AREA PROVIDED AIR VENTS.M5 90.IN.O©AREA MIN.EACH VENT) LL ~Q - r O Q cn -----'/. \I N I � �•HI&V{VENTa.LOW VENT •:IE AREAS � rn I Z TOTAL SQUARE INCFSS OF NET PRIM VENTILATING AREA PROVIDE LL D W f J N I I I BY UNDER LAVE VENT BLOC BQ KS.(12 .IN.OF FRf�AREA MIN.EACH) j O 0 �!7� W "J N I I I I ( 7 (F)TOTA SQUARE INCHES OF NET PREE VENTILATING AREA PROVIDED I �a..v co MEE-VENT BLOCK AT TRUSS BAY S O 'al./ 7 0 r --- - --- -- l PLAN AA` 6 G_ D =A� ToF IT 0 U 0 >ID O ------- i I I I r _ ---- J ' "4G" AREA YENTNb &VENTS DOWNER VENTS VENTS VENTING f- )-R i9 PTJ(S&1w ro(w.Iw sN (am.Iw r9G,.:N) (9O.I Iw (¢j N --------- -. • I AREA-1 2004 w pow (M Is�w w�e� 6 M Z a, O A` Q AREA-36 64 -IS WA �w n+i.+s 96 w W n . pow yaw 6gg�l - � I 76 T9 WA we !�� to»' 95 4 � � (=!l J I V pow wA al111WNLLU11 wA ea Z v L ------------------ � '�� m tQ mao Y ,42 QY � OOv Q NOTES: 5'-6' S'-o• 5'-O" 9'-6• 5'-4• 1-4" V-O• 4.-0• I'-0" 2'-6" 16'-0' 2'-6• L NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON j H ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE _ MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDEDQd K 19'-0• I -b' 10'-4" 12'-0• T-0' 21'-0' FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. d� 1 2.ALL VENT OPENINGS SHALL BE COVERED YV 1/4"CORROSIQN 40 qO 1 /4'THEN THE ET RE VENT R REDUCED INS AREA RES STANT METAL MESH. IF VENT IS LESSBE NHAN ICREASED TO ALLOW I w 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRU59n Ins F m MFR.TO ACCOMMODATE'ALL ATTIC VENTS _ '. REFER TO BASIC PLAN FOR REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM INFORMATION NOT SHOWN NOTES,ATION NOT 5,AND WHEATI�R-PROOF AND WALL MOUNTED LOUVERS SHALL BE c INFORMATION NOT SHOWN AND PLASHED WITH NONSTOP"IN THE SANE MANNER PRESCRIBED- o HERE HERE FOR WINDOW INSTALLATIONS... -Ir„ t s.PROVIDE APPROVED INSULATION DMtl(bAPPLOW WHERE VENT BLOCKS" F ARE USED BETYEEN ROOF PRAMING MH!FEERS To PRE1,7W WENT WOLEB`' In x PROM BEING BLOCKED BY INSULATION. :' : ��a.�s awe! O y ■ SECOND FLOOR ADDENDUM -C FIRST FLOOR ADDENDUM .4b. E HI&H VENTING MINIHMI3 VERTICAL DISTM GE ABOVE yy `/ ABOVE CAVE VENTS. O a N 7.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAMED AREASCES DU SCALE V�•=I'-O" TO ADJACENT ATTIC SPA .REP It TO ST'RUCTUAL DRAWINGS FOR m FOR 5FEATHIN6 PENETRATIONS. AT ENNNG. a a a a IT 21 26 14 IS / SS AX24 D.I D.I -1 ________ u� ------------- AT __________________ ---------- ____ NNN _ Ec. ______________________ ----------------------- __ _________----- pp a a a A - I _.______________ 2 _------------_____________________ ------- TOP PLT. _"- - _---_-__ _-- - __ -,¢Q':°: TOP PLT. TOP PLT. � AT ENNNc. TOP PLT. ------------------------------- Ll T -------- --------- AT _ ENHW-. T _f 3X4 15 / � � / `V`Vas aaaaa Q`� - FIN.FLR. - - ' -- FIN.FLR. FIN.FLR. PIN.FLR. TOP PLT. "- - - - TOP PLT. TOP PLT. - TOP PLT. _` �__ __ - '� - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - _ }��IIIII11 - - - - — — — — — — — — — — — — — — - 1 �----i i - IS I I TYp w �� Db 1 I _ - D.D .9 D 14 — - ._________________________TMp_ __ ____ --- _______ �' LIFB OF PENCE VERIFY ION T. 1- T T T — 2� Z m 1D I((111 9 6 FIN.FLR. FIN.FLR. FIN.FLR. 9 A FIN.FLR. o v REAR LEFT -4-C EN+—F�1�1GEi� �L��,•�.TION x.�l/a•.�-o• �AI.�I/a•.I_o. CI) '� ---y 4 / Lj _ Q 0_ \ / I Of c o — — —t \ ----------J---------- / K IN LOSET c C) J W i City Of LaK.tsi_,uu.... Planning Division A?P,c,, , ENHANCED PLAN O 1 —C Approved BY t. -- __ __ _- _ __ .__ ___ _ - -- -- -- ---- `~� N WZ l - --- - - - - --- ----r4X24- --- --- CL TOP PLT. TOP PLT. pq_ o - _- - - — — — — _ — _— —— — — — _ — — — — — _ _ i J (N _ W.2 2 no aW� ¢ N.FLR. rt- ------- 9 a�177 - - - - — - - - - - --- - - - - - — - - - - -- - -- - - - -- - - ------ - - - -- - - - FIN.FLR. f,;�m3z� Q TOP PLT. _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP PLT. FFZ In ajQII� ® Co 00 CD 'C (22 00 5 ________________ tt F u D.I r : = i==__r=_-_-=ig vQ�LINE OP PENCE VERIFY LOc.4TIONOPTIONAL -J.INC._____ _ __ t the bA51 - oe.: a0 ozp—hingsFIN.FLR. yy .t— — — — — _ — — — — — T �o �b of a perm t based on o o D.5 D4 ofoth s p? s all of be Construed to �c7 q RIGHT r a P O e¢ n Oi the app Cab6 (1 '� U /� . a � �� t pres,.metl .o give hf � —[ a or ca a e provis ons of such ry0 a�� m `■/ t -'be val.d. �g5 CL U m O 20'-6. 2.-2.. q a a a Q -_ h 0 Q �kJ N tlifi PORCH aaaa aaaaaaa - m 1 N 41 f 34 'S q q a a a a a a a a _ 1 - OPTIONAL N DECK SLAB INTERFACE PLAN SCALE I/A"- -O" W o \\ lit, \ _.. M L Li mmo\\ y I - U b I I I I OPT. DECK r g —gam P�RT1.4L RIGHT P�.1aTI�L RE=�iv SGALEI,4•.1•-O• I I i I I I 606e�.nle.TeMP. I I p - 00 ---- NOOK KITCHEN 1 I I I , I 1 op O 8 I U O S I o Za- m b W OPTIONAL DECK Q SCALE:1/1"-1'_p. W FIRST FLOOR �o w o H 10 UJI cli Fia .III III III 4 WZ� 6V I I J _. U DECK b IS sm �l w � W N 5 606 2X6 6 EL.6L. 2 nWW'} >rn o 0 0 W.P. ^ DR.TEMP. ~ F Y m Q ..-. __ 2 90�91DEVLITE BK�� A -�� a w Q Ate`` U YWV.K IN ( i______ �q,�p_ pwU4 W W CLOSET ) 1 � Y a LL 3 Q a _.__.._._... __. _.__ .__._-..__.__ .__._......_._ F-C MASTER BEDROOM d$�}� a. OPT. DECK - < ° � C OPT. DECK - P�4RTI�.L RIGHT P,4i�TI?.L R�?aR 5GAP1,4•.1 PRTIL RIGHT Pf�.RTI?tL RE=�aR g"�' AarPa,,,oag f04 P :f97I SUANCE K S OCIATES,INC Fmk OPTIONAL DECK SECOND FLOOR scaLEavrs_w o e A:; s abY 9y-: a ,g�e d'��g v� oo UU Icq E- 9 o z d ymd z o� O U� O� POSTFRAMING PLANT 6 O _.T.D FELT NkS EDGE.2"PAST O SHEETS SHEEA 91T��gL W Val ��TMEN 0M516ND YIOOD TRUSSES O I68"WAIVE ST BoNb.FELT UNDER 6.1.DRIP 0TRUSSES OR RAFTER(NOTCH ATS)(SEE FRAMING) O I LAVE UNDERLAYMENT(30 lb. 0D@916NED WOOD TRUSSES OT MIN.26&A.&.1.DRIP ETCHED 2 I l2-X W (WE V PLYWOOD SHEAR WALL O 5/8"R5 CGX EXTERIOR PLYWOOD OT 2X STUDS AT 1W O.G. U SHI INb ATE O/ERHAN6 OR 1%5HIPLAP Og ROOP 5H@ATHINb NV I/W GAP BETWEEN O2 2X4 FLAT LOOKOUTS AT 24"O.L. O 2X NAILER PER TILE NPR.AND O ELT MIN) 9H9ATHIN&AT OVERHANG OR IX SHIPLAP O BIRDSTOP (SEE FRAMING PLAN) SHEATHING AT OVERHANG OR I%SHIPLAP D EX'T FINISH O/60 MINUTE bRADB'D' 3 2X FASCIA NU TRIM OVER SHEETS(SEE STRUCTURAL NOTES) 3 ID"WIDE 30 Ib.FELT W PAST JOINT LAYOUT GP TILES 3 2X FASCIA NV TRIM OVER O &I.DRIP 6-PAST PAST JOI Ib.FELT NT ER I ONNIEATHER-9TRIPPIN6 O3 TRUSSES OR RAFTERS(SEE FRAMING) O PAPER TO UNDERSIDE OF SHEATHING O BOARD �I� OYV O W TM RISERIM�HO� Oq EM.FINI5H O/60 MINUTE GRADE'D' O 5HEATHIN6 EDb ZXTIBO FELT le.2"PAST O (��NWE ELEVATION�W(NOTCH AT 10 ROOF SHEATHING W 1/8'GAP O4 PAPER2�WIDE)1 4 2X4 LOOKOUTS FLAT AT 24"04. 9 A.9.MRPdTERLAYMENT(30 lb. DELETE IX AT GUTTER COND. PAPER TO UNDERSIDE OF SHEATHING MlN� 9 ROOF SHEATHING W//D'OAP BETEN DELETE IX AT GUTTER COND. BETYIXSHEETS NOTES)T. O O O4 2X SLOCKIN&(SEE VENT BLOCK DETAIL) 6 O5 5/8"RS GCX EXTERIOR PLYWOOD O SHEETS(SEE 5TRUCTU/8" NOTES) O4 2X BLOCKING(SEE VENT 6 / a a a a - O60 MINUTE&WIDE O I8"WIDE 30 lb.FELT 6'PAST JOINT 10 BN.ROOF 5HEATHIN6 TO BLOCKING 5HEATHIN6 AT OVERHAN6 OR IX 5HIPLAP BLOCK DETAIU 'D'PAPER FxT.FINO GRADE I'D'PAPER MINUTE SEE ROOF NOTES I TRUSS OR,2 RAFTER SPACE. 5 EXT.FINISH 0/60 MINUTE O OF_)/cTWE1R�OM PLASTER 1 SEE ROOF NOTES I TRUSS OR 2 RAFTER SPACES, O LAYER UNDERLAYMENT 18'MAX.OVERHANG O 6RADE'D'PAPER ESH .1 (30 Ib.A.9.T.M.FELT MIN) I LA 3 - / ' O26&A 6.1. I 18'MAX.OVERHANG IO 8 T O (3p A,g TM.FELT^MIN) J-MOULD O8 a b 4 - I (S B ' (SEE FLAW I 10 9 2 S 4 I'[7 R1 T D T I 5 a a a a a a a a a a a 4 5 9 6 4 4 2 9 6 T - Ai ENCLOSED AT ENCLOSED SOFFITS USE SOFFITS USE MOD. EDGE METAL T SEE ROOF NOTES FOR DIMENSION EDGE METAL Sty ROOF NOTES FOR DIMENSION 63-I5D RI-20C RI-TIC RI-19G RI-BC 023-0105q/DI2DT 3/04/02 PARDEE 813/98 PARDEE 5/3/90 PARDEE 8/3/g0 PARDEE 03/90 21 GARAGE DOOR IAMB SGALE:3.1•-0" 17 F SCALE,112O'RAKE DETAIL EAXE AT TRUSSES 9 RAKE DETAIL 5 EAVE AT TRUSSES 1 FLAT CONCRETE TILE(PLUMB GUT) SCALE,1/2"•I'- BARREL OR 5 TILE 5 CALE: /2"e BARREL OR 5 TILE(PWMB CUT) SCALE:1 1/2"•I'-0" 0 a a a a a a a a a a a O COLOR COAT O HEADER O MIN 26 6A.6.1,(1)PIECE PLASHING OI 2X RAFTERS(SEE FRAMING PLAN O ID"WIDE 30 Ib.FELT UNDER 6.1.DRIP OI MIN.26 6A.6.).(I)PIECE FLASHING 02X RAFTERS(SEE FRAMING PLAN) O Hit N.26 GA.6.1.DRIP ETCHED 2 1/2'x 6" (SEE FRAMING FLAW (IF USING 2 PIECE FLA5HI 6"PAST JOINT MI USING N5, 2 PIECE FLA5HIN6, O2 SYNTHETIC STONE MIN 2"LAP APPLES) O2 5/6'IRS CCX EXTERIOR PLYWOOD MIN.2"LAP APPLIES) O 5/8"RS CCX EXTERIOR PLYWOOD OO SIRDSTOP VENEER O2 PLYWOOD SHEAR WALL SHEATHING AT OVERHANG OR IX SHIPLAP O 2X STUDS AT IW O.G. SHEATHING AT OVERHANG oR IX SHIPLAP 4 (SEE FRAMING PLAN) ! O EXTERIOR FINISH O EN EXTERIOR FINISH O IS"WIDE W lb.FELT UNDER OSGRA8RDNTGH COATAT / 2X F IA A/TRIM OVER 5 O3 VEATHER STRIPPINS O3 IXb CONTINUOUS O (50 ELEVATION(OPT.SHADOW 1O SHEETS(SEE STRUCTURAL ANOTES)W O IXb CONTINUOUS(MIN) O (SEE ELEVI A OW(OPT.SHADOW A TRIM OVER 6.I.DRIP b"PAST JOINT g 8 BOARD-SEE ELEVATION D BOARD-SEE ELEVATION 10 ROOF SHEATHING W//8'GAP o O4 OEXTERIO/AIRE REP'LlI O PAPER(3FWIDE)N O (SEE FINS M MEMBER 1O DELETE IX AT&UTTER COND. II Al1.EA EP FILLER 2"X 2 1/2"X b" O4 2X SOLID SLOGKIN6 10 DELETE IX AT WATER 17. SEE MN SHEETS NOT. Ob - O O 2 n 5 O4 2%BLOCKIN&(SEE VENT BLOCK--IU (OR TWD PIECE) 1 O CEMENT& BEI OFROUT FILL OR 2 O BLOCK DETAIL)(SEE VENT 5 bo ml—&MADE S 60 MIN)TE&RAVE b 2 5 2X SOLID 5LOCKIN6 ryV - . V'PAPER 1 D'PAPER Z 5 EXT.FINISH 0/60 MINUTE T MANUFACTURER APPROVED ; W C 1 O6 2 LAYERS UNDERLAYMENT F O &RAVE'D'PAPER WEATHER BLOCKING M\µ f SO EXT.FINISH 0/60 MINUTE DFOAM TRIM,SLOPE TOP T _ O EXTERIOR PLASTER (SO Lb.AS.T.M.FELT MIND O T\ 6RADE'D'PAPER a - (MIN.2 Ib.PGF) 0/WIRE MESH 5 AT LOW ROOF AND q g O 2%CEILING JOISTS(WHERE OCCURS) / O6 2 LAYERS UNDERLAYMENT I LATE O/BROWN GOAT T 26 GA.6.1.}MOULD LAYBAGK AREAS T I LAYER LNDERLAYMENT AST LOW ROOF F MIN) b S O O 130 Ib AS.S.T.M�FELTMMIN) 'D TO 6LA55 FIBER MESH O 11 q O RooF 9HEATHING NU I/B"GAP 3 O (3O Ib.A.S.T.M.FELT MIN) LAYBAGK AREAS 3 0/PRIMER ADNE51 VE O 2X FLRRING BETWEEN SHEETS(SEE (SEE PLAN STRUCTURAL NOTES) 10 O ROOF 51�4THIN6 AV 1/B"SAP 1p D WEATHER STRIPPING PER I OB 60 MINUTE&RAVE'D'PAPER - BETAIMENTRUCTU SHEETS(SEE STRUCTURAL NOTES) 6AR"E DOOR MFR. I D - - - - - - 4 O ATTACH TILES - 8 OB 80 MINUTE&MADE r,U 2 'D'PAPER - 1 W/PR VE OR 9 APPROVED EOVAL INSTALL MEMBER(SEE 7 5 BLOCK.WHOHE RE FRAMING PLAN aU SND SPACINb 4 EXCEEDS Ib"O.G. b 10 BLOGKINSTALLWHERE 3 2 5 (n STUD SPACING T 4 T 5 q EXCEEDS Ib'O.G. Z V3-5C 62--IID RI-26G ROOF NOTES FOR DIMENSION RI-12C RI-2DC SEE ROOF NOTES FOR DIMENSION RI-4G F- 023-01025/CIJDI B-IS-0I 10602126/DISD3 9/19/03 DEE PAR B/8/99 PARDEE 8/3/96 PARDEE 5/3/90 PARDEE 0l3/9H Z Q J M 5TONE VENEER scALE;1 v2=1'-0" ZZ GARAGE DOOR HEAD SCALE:3::1'-0:, 1-. ROOF TFLAT CONCRI!!TE O WALL FLASHING ILESCA E,11/2"=1'-0" ci�� EAVE ATTE CO(PLUMBNVENTIONAL FRAMING _I,-p. 10 ROOFBARREL OR�TO WALL FLASHING TILE1 v2"-1'-0" 6 EAVERREI-OR S AT CONVENTIONAL FRAMING `Z 0 1^q ALELE:117770 w w TILE(PLUMB C4T) 51-A w z O -- -__--, OI POST O O INSTALL 2X 0 EXTERIOR INISH BLOGKIN6,WHERE O M1(EMEHD CA. PAST EAVE) FLASHING W/ SO PROVIDE NAILED GLIP9 MA, EXTERIO INSTALL BLOCKING,NY1E O CEMENT GROUT FILL OR MANUFAGNRER APPROVED WEATNCR BLOCKING 0 W O --- O (SEE FRAMING PLAN -- --------1 3 MIN.26 bA.b.l.(U PIECE FLASHING 6 O FELTYM NJNO/VAALLEY�PuSHINCa—T.M. I��EVTILE RESTS F TMET,4LAFu5H'6. 3 MIN.26 6A.6.i.(U PIECE F� O I LAYER UNDERLAYMENT!30 lb.A.9.T.M.FELT MIN) O F=- P05T 11 12 13 1, l0 9 II 12 q D O (SEE FRAMING PI✓.N J _ O (SEE FRAMINb PLAN t O (IF U(PAGING EXCEEDS Ib"O.G. AH PREVENT WATER DAMMING. (IF US N6 22 PIECE FiA9HIN5LA5HIN6 O3 FRAMING MEMBERS(SEE FRAMING PLAN) LU+1 ILL O ' MIN,I D'CRIMPED EOSE5 SIDE OF VALLEY METAL 24"OC 2 PLYWOOD SHEAR WALL 2 PLYWOOD SHEAR WALL STUDNOTE O.G. 6 UNDER 2X NAILER (SEE FRAMING PLANILEp 3 W'NEATNERSTRIPPIN& 2 O3 FRAMING MEMBERS(SEE FRAMINb PLAN O BETWEEN SHEETS(5EE w S 9 WEATHER STRIPPING PER SIN&2 PIECE FLA5HIN6, WEAVED METHOD O 1. 1 O4 ROOF SHEATHING W/1/8"OAP �+ GARAGE DOOR MFR. 1 MIN.2°LAP APPLIES) 2.GUT BACK BIRD STOP MIN.2"LAP APPLIES) O4 'MOISTOP'PLA9HIN6 B'MIN.SLR. PAPER(12"WIDE) O4 MOISTOW'FLASHIN9 0O4 EXTEND PAN I"PAST EAVE HALF TILE,PAN SECTION 2 STRUCTURAL NOTES) t 4- y G�I'7 PAPER(12.WIDE) OR V.ONTO TILE O4 ROOF 5HEATHIN&N I/8"GAP BETNEEN ATTACH NV RT-600 J V) 5.: U N� O60 MINUTE D'PAPER GRADE 60 MINUTE GRADE O MIN 26 6A.b.l.PAN FLASHING 3 Q SHEETS(SEE STRUCTURAL NOTES) OR AFPRWED EQUAL 3 ry p 2 Q 6 pN IOp V'PAPER W/I'CRIMPED EDGE ('I J OS MIN.26 CA.6.1.PAN PLASHING zs Q J OEXTERIOR PLASTER 10 2_ W/I'CRIMPED EDGE 10 4 I d � F 4f O/WIRE MESH I O EXTERIOR PLASTER Ob 60 MINUTE&MADE b'PAPER F W Y 1 T O/HIRE EXTERIOMESH P ASTER BETW@@N SHEETS(SEE HOLD OFF 2' 9 ....-\ .- 2 4° O 60 MINUTE 6R4DE'D'PAPER T 26 bA.G.I.J-MOULD 1 T ROOF SHEATHING W/1/5"SAP A pU O 6 I O 6 O 8 MIN. / O BETWEEN SHEEINbI/8"GAP O 2X PURRIN6 I MOULD STRUCTURAL NOTES) 6 STRUCTURAL NOTES) TS(SEE (SEE FLAW 4 __ __-_ ._ 4 - _ �_ / O9 SYNTHETIC 9T01@ 5 1 O (SEE PLAN) 5 URR OD IX6 LONTINWUS O 1X&CONTINUOUS \ VENEER T 1 qO COLOR COAT T (50 Ib.ERS UM FELTY MINJMENT 9 6" - O9 2 LAYERS VNDERLAYMENT 9 6„ AT LOW ROOF AND T MIN. (30 Ib.A.S.T.M.FELT MIN) T MIN. 10 SCRATCH GOAT/ I lO NON-11ARDENINS LAYBAGK AREAS LA LOW ROOF AND OII FOAM TRIM 1 1 SEALANT T 4 4 5 5 2 LAYBACK AREAS II 9 ar 10 SEAL EDGE W/ROOFER'S MASTIC MIN.2 Ib.PGF) 101 FOAM TRIM 5 10 SEAL D6E W/ROOFER'S MASTIC 5 d d O/BROWN COAT (MIN 2 Ib.PGF) O/BROWN GOAT ATE` II EXTEND PAN I"PAST SAVE 12 GLA55 FIBER MESH 3 I 2 2 I.REMOVE PORTION OF TILE HEADLUG W LL O/PRIMER ADHESIVE 12 6LAS5 FIBER MESH 9 WHERE TILE RESTS ON METAL FLA5H'6. FLEXIBLE METAL MAY OR 3°ONTO TILE 0/PRIMER ADHESIVE TO PREVENT WATER DAMMING. BE REQUIRED AT TILE FLEXIBLE METAL MAY BE REOUIRD AT TILE APPLY GONTS BEAD OF W F 13 DOLOR COAT MOD. MOD. TRANSITION \T\ ROOFER CEMENT GA D C 63 D-I80 G3-IB RI-29G \\°M RI-2qC TRANSITION RI 22C 4 3 O/NOSE ENDS OF EACHH RI-32G F Z 023-010"M20D& 03/21/02 02301129/D15D5 IO/22/C2 PARDEE D/9/90 PARDEE 3 T/8/9T PARDEE 6/3/g8 PARDEE RIDGE TILE. 8�/98 QppQ O O W m 01 CIS (5lARA6E DOOR JAMB �� GARAGE DOOR JAMB 1 J ROOF TO WALL FLASHING 15 VALLEY FLASHING 11 ROOF TO WALL FLASHING 7 RIDGE GAP 3 o�LLnF � �� w SCALE:3'•I'-O" SCALE,3"•I'-0" FLAT CONCRETE TILE SCALE:1 1/2"•I'-O" FLAT CONCRETE TILE 9CALE-1 I/2"=1'-O" BARREL OR 5 TILE SCALE: I/2"=1'-0" BARREL OR 5 TILE SCALE: u- t7S '� T YL (D O Z OI HEADER lO HEADER OI WINDOW FRAME W/GONT. O (1)LAYER OF 30 Ill.FELT OI WINDOW FRAME W/GONT. OI MIN.20 bA.&.1.VALLEY FLASHING W/ O5 PROVIDE NAILED CLIPS EACH Wp_'LL O J ® 0 0U (SEE FRAMING FLAW (SEE FRAMING PLAN SEALANT BEHIND FLANSF SEALANT BEHIND FLANGE MIN.1/2"CRIMPED EMC5 SIDE OF VALLEY METAL(24"OC) Zp� }H J O2 1 LAYER UNDERLAYMENT(30 Ill.AS.T.M. (EXTEND I"PAST EAVE) i Q♦- m OPLYWOOD SHEAR WALL PLYWOOD PLYWOOD SHEAR WALL O2 2 LAYERS UNDERLAYMENT 1 FELT MIN)GARRID OVER AND UNDER 2X NAILER O2 2 LAYERS UNDERLAYMENT 1 ATE` (SEE FRAMING PLAN) (SEE FRAMING FLAN (30 Ib.A.S.T.M.FELT MIN) (30 lb.A.5Y.M.FELT MIN) O2 I LAYER UNDERLAYMENT(30 Ill,A.STM. 1.REMOVE PORTION OF TILE HEADLUG �1 w U AT LOW ROOF AND 8 O -"MIN&MEMBERS(SEE FRAMING PLAN) AT LOW ROOF AND II I FBLT MIN)UNDER VALLEY FLA5NIN6- WHERE TILE RESTS ON METAL FLASN'b. IL pl x O WHEATN�-STRIPPIN5 O WEAATHER-STRIPPING 6 LAYBAGK AREAS LAYBAGK AREAS (WEAVD METHOD) TO PREVENT WATER DAMMING, pp>>3 Z�Z a (D =W") ♦Q� 5 3 I O4 ROOF SHEATHING W/1/6"GAP 1 2 D I 2.GUT BACK BIRD STOP fQ11�V W d V)J �> O4 MOISTOP FLASHING 10 4O 'MOISTOP'FLASHIN6 O EXTERIOR FINISH BETWEEN SHEETS(SEE O3 EXTERIOR FINISH I O3 FRAMINIS MEMBERS(SEE FRAMING PLAN 61•MIN,CLK. Y Al IE � 3 U, PAPER(I2"WIDE) PAPER(I2"WIDE) g 10 Z 5TRUCTURAL NOTES) 3 ,\I, II J I, Q II O4 MIN,26 GA.0.1.(1)PIECE FLASHING O4 MIN,26 6A.6.1.(U PIECE FLASHING I 4 ROOF SHEATHING W/I/8"GAP BETWEEN F z 1 O 60 MINUTE GRADE 5 2 O 60 MINUTE&MADE 2 !IF U51N6 2 PIECE FLASHING, 4 W (IFMIN. 1"LAP APPLIES) pNTp iV NLII(d�Ly}FNj O L 4 I O 2>r m 'D'PAPER 1 'D'PAPER 1 MIN.2'LAP APRIE9) \N, _ - \.,- 2 10 T\\g - =u O SHEETS(SEE STRUCTURAL NOTES) Z �g�■ O Q 6 ID EXTERIOR PLASTER S 6 EXTERIOR PLASTER 5 FRAMIN6 MEMBER 2 5 A"O T\E — -'\ O FRAMING MEMBER 4 d f ® v O O O (SE:FRAMING FLAW CjNiT T // (5EE FRAMING PLAN MIN. O T 26 6A.G.I.J-MOULD T 26 6A 6.1. J-MOUND bO 2X SOLID BLOCKING Ob 2X SOLID BLOCKING _ (�F�}Y� O8 FURRING S (SEE PLAN 14 O8 2X FURRING O 1X6 GONTINKUS IXb CONTINUOUS SEE PLAN) O 9O EXPANDED METAL LA TX 3 3 O (12,AIM) PAPER - O 'MOISTOP'FLASHING PAPER - (a 312 OEXPANDED METAL LATH (12'WIDFJ (12'AIM 10 SYNTHETIC STONE VENEER _ O I 9 COLORGO O ROOF ATHI D"GAP 9 ROOF SHEATHING Y'U I/8'OAP f AT SHE N6 NU/ O Z 2 - O O t TWEEN SHEETS SEE o h BROWN GOAT O/ BETWEEN SHEETS(SEE BE ( , H f SCRATCH CHAT II FOAM TRIM,SLOPE TOP STRUCTURAL NOTES) STRUCTURAL NOTES) 1 _____ _ O 4 3 IO CEENIMENT U9BED OF U1 nst used 12 FOAM TRIM.SLOPE TOP (MIN, lb. O/ WEATHER MANUFAC URERRKIAPPROVED nq t Itlln MIN.2 Ib.PGF)O/ L_ __ _---�_-- ----- ___ ___ _ 10 60 MIWIfE GRADE 9 b 6R&JT FILL OR 9 6 4 5 5 2. BROWN COAT D'PAPS 19 O/A55 FIB ADHESIVE e f eu d 0 p 0 _ oz 13 12 9 b 5 4 7 II 9 6 5 4 T APPLY GONTS BEAD OF II 60 MINUTE 6RADE D'PAPER a the aFFlcabl N c2 to 14 COLOR GOAT MOD. MOD. \ r e ROOFER CEMENT C.ARRID _- ;:-e t 0 9 •".i V E- O O/N09E ENDS OF EACH MH s suc m 69-ITV 69-ITD RI-13G RIDGE TILE. RI-31G RI-13G 3 AT �(- 023-01059/DI5D6 03/21/02 023040gq/D20DI 3,1211 PARDEE 8/9/48 PARDEE '/'Wl0 PARDEE D/8/90 PARDEE 1/8/9-1 0 W V N GARAGE DOOR HEAD 24 GARAGE DOOR HEAD (2� ROOF TO WALL FLASHING 16 RIDGE GAP 12 ROOF TO WALL FLASHING $ VALLEY FLASHING 4 Z SCALE:9°=I'-0' SCALE,3"=1'-0' AT WINDOW SILL(PLAT CONCRETE TILE) SCALE, /2"=I'-0" FLAT CONCRETE TILE SCALE:11/2"=1'-0' AT WINDOW SILL(BARREL OR 5 TILE) SCALE, 1/2"�I'-0" BARREL OR 5 TILE SCALE: Oi 2X6 TRIM SEE ELEVATION TO SEAL THE WINDOW FRAME TO SQUARE AND OPENING APPLY CONTINUOUS SEAL O IX6 OR IX6 W/11W CHAMFER AT INTERIOR TO THE BACKSIDE OF THE MWNTIN VERTICAL EDGES(NO CHAMFER LEVEL FRAMING FLANGE NEAR THE OUTER EDGE. AFTER TNSTALLAT70N: AT OUTSIDE III A OR APPLY CONTINUOUS SEAL �OF THIS PRACTICE HAS BEEN APPROVED AS AN IKM67W STANDARD BY THE PERIMETER OF MECHANICALLY JOINED CALIFORNIA ASSOCIATION OF WINDOW MANUFACTURERS(CAN-1)TECHNICAL O3 2X4 LEDGER TO SLOPE AWAY 3 OPENING AT A POINT FRAMES TO SEAL FRAME COMMITTEE AND BY GENERAL pgNBERSHIP BALLOT AS OF.UNE 26,11111 FROM WINDOW FOR DRAINAGE TO ASSURE CONTAC SEAM JUNCTURWITHE. 1 OF MOUNTINGBACKSIDE O4 SEALAN KEY AT EXTERIOR PLASTER, I'I I OI EXTERIOR FINISH FLANGE. I.SCOPE 5.3.1 PENETRP.TION FLASHING MATERIAL-FLA5FHNI6 MATERIAL SHALL BE SEALANT AT Ar SIDING (IF EXTERIOR PLASTER, 1.1 THIS PRACTICE COVERS THE INSTALLATION OF WINDOWS IN RESIDENTIAL BARRIER COATED REINFORCED AND SHALL PROVIDE FOUR(4)HOUR MINIMUM a a a a OVER WIRE MESH) 2 BUILDINGS OF NO MORE THAN FOUR(4)STORIES IN HEIGHT. PROTECTION FROM WATER PENETRATION NiEN TESTED IN ACCORDANCE WITH AS S0 26 CE'IC FLASHING 1,_- ROUGH WINDOW 1.2 THIS PRACTICE APPLIES TO METAL AND NON-METAL FRAMED WINDOWS WHEN D-T9. FLASHING,MATERIAL SHALL CARRY CONTINUOUS IDENTIFICATION. O2 HEADER-SEE FRAMING PLAN OPENING 60 GRACE'ICE a WATER SHIELD'- - --- 2 AN INTEGRAL MOUNTING FLANGE IS EMPLOYED FOR INSTALLATION. PROVIDE SOLID SAUCING O3 60 MINUTE GRADE'D•PAPER I 19 THIS PRACTICE COVERS THE INSTALLATION PROCESS FROM PRE- 5.4 APPLICATION 1 e INSTALLATION PROCEDURES THROU6f4 POST-INSTALLATION PROCEDURES. IT 5.4.1 ONE OF 71E TWO F0110WIN6 METHODS SHALL BE SELECTED AS THE O EXTERIOR PLASTER of WIRE MESH i O WINDOW FRAME W/GENT. I DOES NOT COVER THE FABRICATION OR AS9EBLY OF UNITS AHETHER SUCH APPLICATION TO BE FOLLONED. ONCE A METHOD 15 SELECTED,ALL NT H O SEALANT BEHIND FLANGE N OPE PABRIGATIO TAKES PLACE IN A FACTORY OR AT THE INTENDED INSTALLATION PROCEDURES OF THAT METHOD MUST BE PERFORMED IN THE DESCRIBED 1 O8 bO MINUTE GRADE b'PAPER 12"MOISTOP'FL - I SITE. APE. SUBSTITUTION OF A PROCEDURE FROM OIE METHOD TO THE OTHER ASHING PAPER I O5 � 1 ',� T 'I 60 MIN.26 6A.6.1.FLASHING 6 I 1.4 THIS PRACTICE GONERS ASPECTS OF INSTALLATION RELATING TO THE 19 IS NOT PERMITTED. EFFEGTIVEIFES5 AND DURABILITY IN SERVICE. IT DOES NOT COVER ASPECTS -- 2'XI I/2"A/CONT.SEALANT BEHIN 5 / / RELATING TO THE SAFETY OF THE PERSON INSTALLING THE UNITS. 5.4.1.2 6 7 1 / 1.5 THIS PRACTICE PROVIDES MINIMUM REQUIREMENTS THAT WILL HELP TO 5.4.12.1 A STRIP OF APPROVED FLASHING MATERIAL SHOULD BE AT LEAST O 2X TRIM-SEE EXT.ELEV. 1 / ENSURE THE INSTALLATION OF WINDOWS IN AN EFFECTIVE MANNER. ACTUAL TWELVE INCHES HIDE. FLASHING,SHALL BE APPLIED IN A HEATHERBOARD S I CONDITIONS IN GUILDINS9 VARY 6R5k11.Y,AND IN SOME GASES SUBSTANTIAL FASHION AROUND THE FULL PERIMETER OF THE OPENING. I ADDITIONAL CARE AND PRECAUTION OHNAL. WILL HAVE 70 TAKEN. BLIL,2 APPLY THE FIRST STRIP 'T q TRI HORIZONTALLY IMMEDIATELY BNiori THE 8 GRACE GE AND WATER'SHIELD 6 ' r --- 3 O I �� Ib THIS PRACTICE DOES NO PURPORT TO ADDRESS ALL OF THE SAFETY SILL,GUi IT SUFFICIENTLY LONG TO EXTEND PAST EACH SIDE OF THE I---______ Oq NON-HARDENING SEALANT 9 / PROBLEMS ASSOCIATED WITH ITS USE. IT 15 THE RESPONSIBILITY OF WINDOW SO THAT IT PROJECTS BEYOND THE VERTICAL FLASHING TO BE 3 WHOFEAR USES THIS STANDARD TO CONSULT AND ESTABLISH APPROPRIATE APPLIED LATER.(SEE FIGURE 2) 4 ROUGH FRAMED OPENING SAFETY AND HEALTH PRACTICES AND DETERMINE THE APPLICABILITY OF 5.4.12.3 FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAMING, 4 SUFFICIENTLY LARGER IN SHIM& JUST WINDOW TO ACHIEVE REGULATORY LIMITATIONS PRIOR TO USE. BVT DO NOT FASTEN THE LOMW EDGE,50 THE HrFATHEIR RESISTANT BUILDING, WIDTH&HEIGHT THAN THE SQUARE PLUMB&LEVEL CONDITION. PAPER APPLIED LATER MAY BE SLIPPED UP AND UNDERNEATH THE FLASHING IN e ACTUAL FRAME DIMENSIONS USE CORROSION RESISTANT FASTENERS. 2.REFERENCED DOQUMENTS WEATHERBOARD FASHION.(SEE FIGURE 2) MOP, OF THE WINDOW.TO ASSURE FASTEN WITHIN 10"AND NO CLOSER 2.1 ASTM: 5.4.12.4 NEXT,FASTEN STRIPS OF FLASHING AT EACH VERTICAL EDGE A SHUTTER TAT 1Y6.2B Wi-� ADEQUATE CLEARANCE CONSULT THAN 3"IN EACH DIRECTION FROM 5455"STANDARD SPECIFICATION FOR ELEGTRODEP051TED COATING OF ZING ON (JAMB)OF THE OPENING. RUN THIS FLASHING BEYOND THE SILL FLASHING 02302256B13DT THE WINDOWRMANUFACTURERS SHUTTER LEDGER 1 1 EVERY CORNER.SECURE WINDOW O/30/O PARDEE T D /15Me IRON AND STEEL' AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT.( eSMINTERIOR) FIGURE C LITERATURE FOR THE ANTE OPENING PATH B T66°STANDARD SPECIFICATION FOR ELEGTRODEP051TIED COATING OF CADMIUM 5.4.12.5 APPLY A GONTIN105 SEAL TO THE BACKSIDE(INTE9RIOW OF TI$ RECOMMENDED ROUGH E UIVILENT OF 5d FASTENERS AT Q, TENE S S!-IUTTER DETAIL OPENING DIMENSIONS I6 O.C.MAXIMUM. ON STEEL' MOUNTING FLANGE NEAR THE OUTER EDGE OR A CONTINUOUS SEAL TO THE HEAD DETAIL B 456"STA.TOAdRD SPSCW%CAnCV,FOR ESGTFODLi OS1TID EOAMIGS OF COPPER PERSMC LR Or THE OPT ISO AR A,ralw To ASSURE GOIAI YOUTH T E FIG. 1. ROUGH WINDOW OPENING FIG. 4. WINDOW 1N57ALLATION 2 7 PLUS NICKEL PLUS OR SELB AND NICKEL PLUS CHROMIUM" BACKSIDE nNTI3RIOR)OF THE MOUNTING FLANGE.(SEE FIGURE 4) WITH 2X TRIM SHALE: 3" I'-O" G'755"PRACTICE FOR SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION' NOTE I-CAUTION MUST BE TAKEN TO AVOID DISRUPTING THE CONTINUOUS WALL SHEATHING WHERE D T79'STANDARD TEST METHOD OF WATER RESISTANCE OF PAPER,PAPERBOARD SEAL. O 2xa FRAME WITH RABBIT SEE ELEVATION OCCURS)VERIFY SHEATHING AND OTHER SHEET MATERIALS BY THE DRY INDICATOR METHOD' EDGES USH MATH FRAME 22 AAMA 600'VOLUNTARY SPECIFICATION AND TEST METH005 FOR SEALANTS' 5.4.1.2.6 THE WINDOW SHALL THEN BE INSTALLED IN ACCORDANCE WITH O (ADD ONE r0 TO OF SHUTTER ,___A_____ 3 O OVERIOREPL�TER, OPENING SECTIONGT INSTALLATION PROCEDURESMOUNT 2 LOWER BOARD ENTER 3.DEFINITIONS 5.4.12.7 FOR MECHANICALLY JOIN FRAMES,APPLY SEAL AT CORNERS THE O FROM LEDGER rO SLOPE Away 3.1 GALVANIC El CORROSION-A FORM OF DETERIORATION HE METAL RESULTING FLL.L LENGTH,P THE SEAM WHERE MOUNTING FLANGES TE5(HI FROM w1NPOw FOR DRAINAGE METHOD A: FROM THE ELECTROCHEMICAL REACTION THAT OCCURSMOISTURE. WHEN CERTAIN DISSIMILAR rLAN A NEXT,APPLY A BOTTOM SEAL AT THE TOP(HEAD)MOUNTING IF SHUTTER EXCEEDS 46"TAW 1 EMBED BOTTOM OF THE 32 TIES AREA CONTACT IN AN PRESENCE OF MOISTURE. FLANGE AND EMBED E BOTTOM OF THE HI HEAD FLASHING OVER THE SEALANT O2 2X TRIM-SEE EXT.ELEV. HEAD FLASHING AGAINST 92 RESIDENTIAL BUILDING-ANY BUILDING USED OR INTENDED PRIMARILY AND MOUNTING FLANGE. GUT THIS PLASHING SUFFICIENTLY LONG 50 THAT IT WILL O4 6o MINUTE GRADE'D PAPER - THE PREVIOUSLY FOR A SINGLE OR MULTIPLE FAMILY DWEL.1N6. EXTEND BEYOND EACH JAMB FLASHING. FASTEN IN PLACE.(SEE F16URE 5) p EXTEND SILL APPLIED SEALANT. w O3 60 MINUTE GRADE'D'PAPER 3 99 MOUNTING FLANGE-A FIN PROJEGTIN6 FROM THE WINDOW FRAME PARALLEL 5.5 INSTALLATION FLASHING (F71LAN GOES OVER 0 € SO 26 6A.9.1.FLA5HING Q I. HORIZONTALLY TO / EASHI EXTEND HEAD TO THE PLANE OP THE WALL POR THE PURPOSE OF 9PLUL N6 THE FRAME TO THE 5.5.1 DEPENDING ON THE SIZE AND WEIGHT OF THE WINDOW SHIM BLOCKS MAY O 2 O SEALANT BEFRAME D FLANGE PROJECT BEYOND F7ASHIN BEYOND EACH STRUCTURE. BE REQUIRED UNDER THE SILL TO MAINTAIN STRA16W AND LEVEL CONDITION =� O GRACE•ICE a NATER SHIELD'- i JAMB FLASHING.FASTEN AND TO PREVENT ROTATION. CONSULT MANUFACTURERS RECOMMENDATIONS. w VERTICAL JAMB PROVIDE SOLID IN6 4. SI&NIFIGANGE AND USE BACK O 5 IN PLACE. 5.52 SHIM AND ADJUST THE WINDOri AS NECESSARY TO ACHIEVE A PLUMB, 5 12"'MOI5TOP'FLA5HIN&PAPER FLASHING APPLIED / 0 z m I� LATER 4.1 THIS PRACTICE RECOGNIZES THAT EFFECTIVENESS AND DURABILITY OF SQUARE AND LEVEL CONDITIONS,A5 HELL AS AN EVEN REPEAL AROUND THE - O EXTERIOR FINISH O1 / METHOD B: INSTALLED UNITS DEPEND NOT ONLY ON THE CHI AND QUALITY OF FRAME OPENING,SECURING IT THE FULL PERWETTER WITH THE EQUIVALENT OF a S j OOb NON-HARDENING T ,�/ APPLY CONTINUOUS SEAL MATERIALS,DE51Gµ ADEGAIAGY OF ASSEMBLY AND SUPPORT SYSTEM,BI7T ALSO 6d Fi.9TENERS ON A MAXIMUM 16-ING}I CENTERS. HINGED AND PIVOTED .zy 6 5TKG0 KEY AT EXTERIOR PLASTER, SEALANT I ALONG TOP(HEAD) ON THEIR Or AND WORKMANLIKE INSTALLATION. WINDOWS MAY REQUIRE ADDITIONAL FASTENERS LEGATED NEAR THE HINGE OR " SEALANT AT SIDING ------- -- b I MQUNTING FLANGE. 4.2 IMPROPER INSTALLATION OF UNITS MAY REDUCE THEIR EFFECTIVENESS, PIVOT POINTS. FOR CERTAIN WINDOWS IT MAY BE APPROPRIATE TO FASTEN O GRACE'ICE AND WATER' 1 / EMBED BOTTOM OF HEAD LEAD TO EXCESSIVE AIR WATER AND SOUND LEAKA6E,CONDENSATION AND MAY THE HEAD IN A MANNER TO ALLOW FOR POSSIBLE DEFLECTION. SHIELD I FLASHING AGAINST PROMOTE THE DETERIORATION OF WALL GONSTRUGTIONS,WINDOWS,DOORS,AND 5.5E IN EACH DIRECTION FROM ALL CORNERS THERE MUST BE A FASTENER b (�8 3/4"KEY SEALANT(FLASHING THEIR RESPECTIVE FINISHES. ADDITIONALLY,IMPROPER INSTALLATION OF WITHIN 10 INCHES,BUT ND CLOSER THAN 3 INGHF3,TO PREVENT FRAME B i GOES OVER SEALANT)). ; a 1 EXTEND HEAD FLASHM0 METAL UNITS MAY RESULTS AND FINISHES. CORROSION OF METAL FRAMES, DISTORTION OR S CONSULT OF JOINT SEALS. B / BEYOND EACH JAMB TRIM,ANCHORS,FASTENERS AND FINISHES. 5.5.4 IN ALL GASES CONSULT MANUFACTURERS INSTRI.GTIONS FOR ANY O 5 2 2 1 --�- FLASHING.FASTEN IN 49 THE APPLICATION OF 7H15 PRACTICE ALSO REQUIRES A WORKING SPECIAL PROCEDURES OR APPLICATIONS. 1 PLACE. KNOWLEDGE OF APPLICABLE FEDERAL,STATE ARID LOCAL CODES AND j 6 I REGULATIONS,SPECIFICALLY,BUT NOT LIMITED TO REQUIRED MEANS OF NOTE 2-IF ANY DAMAGE TO WINDOW FRAME JOINT SEALS IS OBSERVED DURING 3 1y S 6 i EGRESS AND REQUIREMENTS FOR SAFETY GLAZING. CONSULT WITH LOCAL INSTALLATION,IT MUST BE REPAIRED BY THE INSTALLER. N �i BUILDING CODES PRIOR TO INSTALLATION. e 4 I APPLY SILL FLASHING '` 4.4 THE APPLICATION OF THIS PRACTICE ALSO REQUIRE A WORKING 5.5.5 WHERE MATHER-RESISTANT BUILDING PAPER R w INSULATING BOARD,O u : -'- - HORIZONTALLY BELOW THE SILL KNOWLEDGE OF THE TOOLS,EQUIPMENT AND METH17D5 NECESSARY FOR THE OTHER MATERIALS BY OTHER TRADES MAY CONSTITUTE THE PRIMARY WEATIi9R ' FASTEN THE TOP EDGE OF THE SILL INSTALLATION OF WINDOWS. IT FURTHER ASSUMES FAMILIARITY WITH BARRIER BEHIND THE EXTERIOR WALL FINISH(IP.STUCCO,MASONRY, (/1 4 ------ FLASHING TO THE FRAMING; BUT DO CAULKING AND$EALING AND WITH GLASS HANDLING PROCEDURES,FAINTLN6 SIDING,ETC),ONPNER/6EERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT W Moo. NOT FASTEN THE LOWER EDGE,SO THE T.Z sEcnoN Ar SECTION AT WHERE APPLICABLE AND AN UNDI RETTANDING,OF THE FUNDAMENTALS OP THE HEATHER BARRIER I5 CONTINUOUS BY EFFECTIVELY SEALING THE MATERIAL p` SInNTTER LEDGER 6 SHUTTER rRAMe 0230409P/D22D2 1,46-113 6-22-02 PARDEE vls�5 WEATHER RESISTANT BUILDING PAPER RESIDENTIAL CONSTRUCTION THAT AFFECT THE INSTALLATION OF THESE UNITS. TO THE WINDOW FRAME.(SEE FIGURE 6) o O APPLIED U7Eft MAY BE SUPPED UP Z Q &UNDERNEATH THE FLASHING IN 56 SEALANT REQUIREMENTS WEATHERBOARD FASHIW 5. PROCEDURE 58.1 SEALING/CAULKING REQUIRED BETYIEEN THE WINDOW AND THE FLASHING = 5.1 FRAMING REQUIREMENTS-THE ROUGH FRAMED OPENING,TO RECEIVE THE CAN BE ACCOMPLISHED WITH CAULKING CONFORMING TO AAMA 600,OR USE SHUTTER DETAIL (2:� JAMS DETAIL �$ FIG. 2. SILL FLASHING (MOISTOP) FIG. 5. HEAD FLASHING (MOISTOP) WINDOW SHALL BE SUFFICIENTLY LARGE IN WIDTIi AND HEIGHTS THAT THE SEALANT RECOMMENDED AND APPROVED BY THE SEALANT MANUFACTURER 0 C� SCALE: "•1'-O' WITH 2X TRIM SCALE: 3":I'-o•' ACTUAL FRAME DIMENSIONS OF THE WINDOA. TO ASSURE ADEQUATE CLEARANCE, 58 ER 2 SOME EXTERIOR WALL FINISHES REQUIRE W ADDITIONAL SEALING BETHII W THE FRAMER SHALL CONSULT THE MANUFACTURERS LITERATURE FOR THE THE PERIMETER OF THE WINDOW FRAME AND ADJACENT FINISH WALL MATERIAL, Z Z WHERE RECOMMENDED AS PART OF MIN.VERTICAL RECOMMENDED ROUGH OPENING DIMEN910NS. THE FRAMING SHALL BE PLUMB, OHNER/6ENERAL CONTRACTOR 15 RESPONSIBLE FOR IDENTIFYINGSD PR THE NO 0 WOOD FRAMED SHUTTER - EXTERIOR WALL FINISH SYSTEM INSTALL LAPS PER CODE SQUARE AND LEVEL. (SEE FGURE 1) ANY ADDITIONAL SEALANT AHICH WILL BE APPLIED BY OTHERS. SUCH SEALANT _ SEE ELEVATION BUILDING PAPER APPLY WEATHERBOARD 52 PROTECTION PROM DISSIMILAR MATERIALS SHALL BE F_LASTOMERIG MATERIAL,COMPATIBLE WITH ri1NDOW FRAMING AND W FASHION STARTING FROM BOTTOM 52.1 ALUMINUM PRODUCTS SHALL BE ISOLATED PROM DISSIMILAR OR ADJACENT WALL MATERIALS.(SEE FIGURE 6) O sneco KEY A TO TOP OF WALL CORROSIVE MATERIALS WITH A NONCONDUCTIVE COATING,OR SEALANT MATERIAL. 5.7 FINISH AND SEALANT PROTECTION iO H OO SLOPE AWAY r 3 DES, 522 ALL FASTENERS SHALL BE CORROSIVE RESISTANCE,IN ACCORDANCE WITH 5.1.1 CAUTION SHALL BE USED TO AVOID DAMAGE TO MH OOPS DURING AID K 3 2X4 BACKING T UE1LRG-PAPER ASTM B 639,B 766 OR B 4%. AFTER INSTALLATION. PRIOR TO INSTALLATION,STORE WINDOWS IN A NIEAR D:7 FROM/NINDOW FOR DRAINAGE 1 INSULATION BOARD,OR OTHER 59 FLASHING,REQUIREMENTS-PROPER FLASHING,AND/OR SEALING 15 VERTICAL POSITION IN A CLEAN AREA,FREE OF CIRCULATING DIRT OR PEBF15 W ILL o (BEVEL TOP/2^) -.____I_____ MATERIALS OVER HEAD NECESSARY AS A SECONDARY BARRIER TO PREVENT WATER PROM ENTEIRING TFE AND PROTECTED PROM EXPOSURE TO HEATHER ELEMENTS. 1i" ... m �-U FLASHING AND-UVER TOP W(If m o O 60 MINUTE GRADE b'PAPER '... is OF NAIL-ON HEAD MIN. WAl BETY'EENI THE WINDOW FRAME ARID THE ADJACENT WALL MATERIALS, 5.T2 FIELD-APPLIED PROTECTIVE COATINGS CAN DAMAGE WINDOW SEALANTS x p FLANGE OF WINDOW HORIZONTAL FLASHING ARID/OR AN APPROPRIATE METHOD OF SEALING SHALL BE DESIGN AS AND 6ASKETS AND ARE NOT RECOMMENDED. CONTACT THE WINDOW V I LL o O26 6A.6d.PLAIT IN6 FRAME CLUE PER PART OF AN OVERALL HEATHER-RESISTIVE BARRIER SYSTEM. IT IS NOT THE HMNUFAGTURER BEFORE APPLYING ANY SUCH COATINGS. 1 W d cri RESPONSIBILITY OF THE WINDOW MANUFACTURER TO DESIGN OR RECORFA 150 A 5.7E MASKING TAPES SHALL NOT ES USED ON WINDOW SURFACES AS THEY MAY J (n FLASHING SYSTEM APPROPRIATE TO EACH JOB CONDITION. CA,15E DAMAGE WHEN THEY ARE REMOVED. Q 8 I o O GRACE E S a WATER'SHIELD- I wMDow FRAME HV roNT. SLOPE COURSE / 5.7.4 STUCCO OR CONCRETE LEFT TO CURE ON FRAMES AND 6LAS5 WILL DAMA6E W PROVIDE SOLID BACKING I O SEALANT BEHIND FLANGE % OF d BUILDING // J LD V W IM O7 EXTERIOR PLASTER O/WIRE MESH 1 PAPER THESE SURFACES. REMOVE AND GLEAN ALL SUCH MATERIALS FROM 5URFACES D.-k GO m O2 2X TRIM-SEE EXT.ELEV. / ♦_ F BEFORE ANY CURING ACTION TAKES PLACE. z 5.7.5 GLASS AND FRAME SURFACES EXP05F9 TO LEACHING WATER FROM I♦EW W pw q O3 60 MINUTE GRADE D'PAPER j CONCRETE OR STUCCO MUST BE RINSED IMMEDIATELY WITH CLEAR HATER TO w W W '� f PREVENT PERMANENT DAMAGE. ® O S ® EXTERIOR FINISH I / UI C (IF EXTERIOR PLASTER, 2 I 2nd COURSE REVISED 12/26/9H Z v Z N 2 A Is Twi OVER HIRE MESH) I OF BUILDING T 4 O1 O5 12"'MOISTOP'FLASHING PAPER 5 1 PAPER I )j/ 5 i © NON-HARDENING ' ~ 7 6 1st COURSE F SEALANT 3 i EXTERIOR WALL FINISH 3 O 3/4"KEY I PAPEROF FINISH INSTALL PER WALL < d I I I r'� FlNISH MANUFACTURER'S _Z I -j 1 /I JAMB FLASHING AT BOTH SIDES OF RECOMMENDATION. } 2 O8 GRACE'ICE AND WATER' OPENING EXTEND BEYOND SILL SOME EXTERIOR W 3 FLASHING&ABOVE WHERE HEAD 4 _______________ SHIELD FLASHING MALL INTERSECT.LAP }= N FINISHES MAY REQUIRE Q JAMB FLASHING OVER TOP OF SILL SEALING BETWEEN THE LrjzH PERIMETER M THE d /ZSNUTTER BACKING FLASHING.LEAVE BOTTOM EDGE WINDOW FRAME AND Q Q ATE SnKro 111IB w1-60 UNATTACHED. SLIP BOTTOM OF JAMB FLASHING THE EXTERIOR FINISH d� QQ O d, T/1/4e PARDEE Tns/96 &SILL FLASHING 9YE6 BUILDING PAPER AT SOTTO i5F WINDOW SILL LL p� O 0)�STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH o Wm SHUTTER DETAIL SILL DETAIL FIG. 3. JAMB FLASHING (MOISTOP) FIG. 6. PRIMARY WEATHER BARRIER _j --_ --- GALE:1'•T-0' 23 1� IN MOUNTIN& FLANGE IN WOOD ME CONS TION 3 doLL_ WITH 2X TRIM SCALE: 3"=1'-1" APPLICATION BY OTHERS N- WH�� LI (ll :D, _ OI WINDOW FRAME O POST ICE+ (n H/CXD.ARSE SEALANT (SEE FRAMING PLAN) O O/WIRE MESH Y� }p Obi _ T 8 5 9 I EXTERIOR PLASTER O PLYWOOD SHEAR WALL O O MOISTOP PLASHING (SEE FRAMING PLAN) O HEADER 1 `Z� H a 07 PAPER(12"WIDE) /I b (SEE FRAMING PLAN y O3 60 MINUTE 6RADE __I ___ O IL 2%IAMB TRIM 2 , O .D P MINUTE GRADE 43>Bit psZ� co" 'D'PAPER `lt O4 'MOISTOP'FLASHIN6 I 1 p W W _W Ifs 1 .I PAPER(12"WIDE) I O 1 µ1 70 4 0/ IRE MESH Rio TER I OS 60 MINUTE GRADE NUp>H}" m 'LV O Q O I Q 4 WINDOW FRAME W GONT. 1.LLNj IQ N I� J C7 I� Z 3 T I SEALANT OVER FLANGE I LL' Z Q O 2X FURRING 2 I 1 (D (SEE PLAN 'j e Ob SRO ooAT o/ 3/6° I O WINDOW FRAME HV CONT. O O/WIRE MESH i O 12'MOISTOP' 2 Wa }V :!'4 O O O Q E%TERIOR PLASTER FLASHING PAPER -= Bi SERATGH GOAT I SEALANT BEHIND FLANGE i IO WINDOW FRAME W/CONT. 0----) 1 S d d 4 2 1 SEALANT BEHIND FLANGE I O MOISTOP'FLA5HIN5 1 I !� Q'E III O SRAGE'ICE a 45° 1 I I 31 i i WATER SHIELD % O 2MOULDMXTSt LATTER 5 O 60 MINUTE GRADE'D'PAPER I 4 O I O PAPER(I2"WIDF� B I 3 1 LAP PA:°ER i MOULD o 1 2 EXTERIOR PLASTER O/ 2 I MIN,3" 3 12"MOISTOP'FLASHING PAPER 3 WIRE MESH J 1 I d I X FURRING, N 3 60 MINUTE SR.'0'PAPER 4 1 1 CE d O2X BACKING OR ' (SEE PLAN O POST-SEE FRAMING PLAN i 3 60 MINUTE GRADE D'PAPER 4 I t G ,FS,INC PLYACOD BACKING T 5 I I 4 WINDOW FRAME W/CONT. 1 1 AT 6RAEE'ICE a 4O SYNTHETIC STONE OS EXTERIOR PLASTER O/ 40 12'MOT5TOP'FLA5HIN6 PAPER I SEALANT BEHIND FLANGE I I IL �IQQyLU1 HATER SHIELD' 0 VENEER WIRE MESH 3 1 41 O EXTERIOR GRADE 3 5 I O r A't'no .; H-®� a er c �1 F PLYWOOD b T I :`9 perm t `g 1 4 --it b lip Al-41 O ...� V F, 11/20/ 63-IOD WI-3D 1/15m WI-50D WI ID Al s�W W II/20/00 II/20/00 PARDEE T/IS/96 PARDEE T/IS/96 PARDEE T/I5/96 PARDEE SILL AT FURRED-OUT WALL GARAGE DOOR JAMB (201VERTICAL MULLION (161SILL DETAIL (121JAMB DETAIL $ HEAD DETAIL y 4 SCALE:3"=,•-O" (241 SCALE: 3'•I'-0' SCALE:6",1'-0' o SCALE: 3":I'-O' SCALE: 3"=I'-O" O 2X2 TRIM O AINPOA FRAME (SEE ELEVATION) O 2X2 BLOCK W/COW.SEALANT EXTERIOR FINISH BEHIND FLANGE v O2 2X3 TRIM 1 (SEE ELEVATION O 60 MINUTE GRADE 4' 3 O MOISTOP'FLASHING H 60 MINUTE GRADE V'PAPER 3 'D'PAPER PAPER(12"WIDE) O� OFRONT O g q COPE --__ 2 12"'MOISTOP'FLASHING PAPER 4 GRACE'ICE i O 60 MINUTE 6RADe 4 SEALANT WATER SHIELD' D'PAPER 9 I 3 EXTERIOR PLASTER O/WIRE MESH O O q O W�MESH PLASTER O/q '1 4O HEADER-SEE FRAMING PLAN I O O/WIRE MESH RIOR PLASTER m<< 5 CLEARANCE PER SIDINb 5 2X BACKING OR PLYWOOD 4 EXTERIOR PLASTER 5 H MPR.INSTRUCTIONS 4 5 BACKING AT&RAGE O/WIRE MESH _ _ 'ICE t WATER SHIELD' g 5 4 2 FOAM TRIM 2 O SHIM SPACE AS REOD. 1 O HEADER-SEE FRAM'6.PLAN 2 O6 26 6A 6.1.FLASHING 5 152E PLAN ----- 7 B PAPER b O ONE PIECE MILLED DOOR 12 1 O 6LA55 FIBER MESH 4 O BROWN GOAT. 1 I OPE OT 6X6 OUTLOOKER O EXPANDED METAL MOISTOP'FLASHIN6�II --, O DOOR FRAMEI bO PRIMER ADHESIVE �- 4 (SEE ELEVATION) LATH _ ___���i Q S I 4 O SL eO SAW GUT DRIP T HEA.DER I 4 2X F)RRIN&AT 16"O.G. 1 4 MINUTE GRADE'D'PAPER _r O I _-- 8O '/FEATHER STRIPPING O WINDOW FRAME W/CONT. (SEE FRAMING PLAN 'I B S 2 O 2xs VERT LEDGER WINDOW FRAME W/CONT 1 SEALANT BOTH SIDES T I SEALANT BEHIND FLANSE H qO 5NGG0 MOLD } OF FLANGE 3 (SEE ELEVATION 6 I 10 � 5 6 1 l0 3/4"KEY AT EXTERIOR 11 3 I t^ b COLOR GOAT 10 10 6LA55 FIBER MESH O/PRIMER IO O COLOR GOAT 3 SPLASTER EALANT AT 9 D NS-HARDINS, lO _ 2 i '1 HEADER-SEE FRAMING PLAN 5 m TRIM ADHESIVE < i O 0/BROWN COAT U L a a a 8 60 MINUTE GRADE'D'PAPER II COLOR COAT L' S II 4X4 45"KICK BRACE 4 q 6LA55 FIBER MESH 12 FOAM TRIM 1 g 8O 12"M01570P FLASHING PAPER q q O/BROWN COAT 9 j O/PRIMER ADESIVE q SIDES SE FLANGE Va" or O GONT.SEALANT BOTH Mlrv. 2 4 B 2 1 CONT.SEALANT b T2-25D T2-4% WI-bD W2-I0D D2-3D W2-I0 11/20/00 II/20/00 II/20/00 PARDEE 12/bM5 -DE! 4/26M4 PARDEE 12/b/9 CORNER TRIM 21 OUTLOOKER W/ BRACE AT RAKE C� HEAD AT FURRED-OUT WALL WINDOW HEAD AT PURRED-OUT WALL HEAD AT DOOR WINDOW HEAD SCALE:3"=1'-O' SCALE: /2"=I'-0' XALE:3"=I'-O' EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"=I'-0" EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"=I'-0" EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"=I'-0" aaaa aaaaaaa z OI 2X2 BLOCKING O 60 Mlw�D'PAPER GRADE O W/C4W.TSEALANT 4 5 0 -] 7F O (SEE 2.2 raELEVATION 2O SYNTHETIC STONE IM BEHIND FLANGE 1 VENEER O PAPER(1 PLASHING H O9 2X BARGE(SEE ELEVATION PAPER(12"WIDE) O3 BROWN GOAT O/ O EXTERIOR WOOD SIDING 1 SCRATCH COAT O 60 MINUTE GRADE 4 O WINDOW FRAME W/CONT. D'PAPER SEALANT BEHIND FLANGE 2 1 w O4 (SEE PLAN) O O/WI MESH 3 2 O WIRERMESHIOR PLASTER O/ -_- O T O 60 MINUTE GRADE D PAPER O EXTERIOR PLASTER 2 3 2 2x FURRIN6 AT 16'O.C. �� T O/WIRE MESH = 5 FOAM TRIM, O 3 12 MOISTOP'FLASHING PAPER 2 , w O (MIN.2 Ib.PGF) O 2X FURRING 7 O --- O 12"MOISTOP FLASHING PAPER 3 ,(MIN. GOAT (SEE PLAW I (1)LAYER 2 _ 4 I O PA'MOISTOP'FLASHING 1 4 cL (SEE ELEVATION I PAPER ® FOAM TRIM 3 � 3 COLOR GOAT � I a 3 t t M��1 • pp gg bO &LASS FIBER I O4 FOAM TRIM -�� - I 3 O/BROYdN GOAT {l 4� 60 MINUTE GRADE'D'PAPER 4 MESH O/PRIMER O/BROWN COAT 4 5 ____ _____I I O5 POST-SEE FRAMING PLAN -S 5 ADHESIVE 5 WINDOW FRAME W/CONT. I� O OT DOLOR GOAT 6 O SEALANT BEHIND FLANGE 6 H i 6 FINISH COAT b 5 WINDOW FRAME W/CONT. b I Q ��i -__- SEALANT BEHIND FLANGE 'd Og EXPANDED METAL O GLASS FIBER MESH I O 6LA55 FIBER MESH bO FOAM TRIM 3 1 Z LATH T - 0/PRIMER ADHESIVE O/PRIMER ADHESIVE 1 0/BROWN GOAT T _ Oq BEAM WIERE OCCURS O COLOR GOAT q S O 6LA55 FIBER MESH ---- (SEE FRAMING PLAN ---__- OH 60 MINUTE GRADE'D'PAPER O/PRIMER ADHESIVE SEE PLAN O GONT.SEALANT/BEHIND S 8 O 1) = q b (3"MIN) Oq GONT.SEALANT WINDOW FLANGE L_(n lLtn w U BEHIND WINDOW �ZO mQZ FLANGE SEE RAKE DETAILS FOR \/ QF QQ NFORMATION NOT SHOWN T2-26C TM42D WI-40 W2-III PLAN Y(EN) U2 P PLAN VIEW W2-2D U-V(LU Zr HERE 11/20/00 4060SOIq/D12D6 I/20/03 II/20/00 PARDEE 12/6/g1 PARDEE 12/6/g5 PARDEE 12/6M5 Q ILOWJ < -_ RAKE TRIM AT BEVEL SIDING FOAM TRIM AT SOFFIT JAMB AT PURRED-OUT WALL WINDOW JAMB AT FURRED-OUT WALL 1 VERTICAL WINDOW MULLION WINDOW JAMB m0mowo L° SCALE: I/2'=1'-0':(2:� AT STONE VENEER SCALE:3•'=1'-0" �" SCALE:3'•1'-O' 14 EXTERIOR PLASTER O/FOAM TRIM SCALE. 3' -I'-O" "� EXTERIOR PLASTER 0/FOAM TRIM 56ALE: 3"=1'-0" 6 EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"=1'-0" 2 JC)mQ Z( 2 _J _J Z LLL N W U' OI 2X BLOCK He OI 2X2 BLOCK -- OI WINDOW FRAME __-, WQ WN W IN)OONT.SEALANT (11 Z QS O2 2X2 TRIM O 60 MINUTE&RAVE O EXT.PLASTE BEHIND FLANGE �N I�~~ (SEE ELEVATION 'D'PAPER 4" 1 b R O/ 2 O2 'M015TOP'FLA5HIN& 2 WIRE MESH * W:) O 5 PAPER(IV AIDE)O3 RAFTER TAIL 3 &RAGE'ICE a 5 O p WATER SHIELD' 3 O 2X W ILRRIN6 W� S O4 EXTERIOR WOOD 51DIN6 6 O3 60 MINUTE 6RADE (SLOPE TOP 1/2") 5 I ) PAPER Q O4 2X BACKING OR PLYWOOD _ v I SACKIN6 AT&RAGE 2 I 0 O3 12"MOISTOP FLASHING lO HEADER-SEE FRAMING PLAN O� lO WINDOW FRAME W/CONT. 1 W f0 'ICE R WATER 5HIELD' 3 O4 EXTERIOR PLASTER t z PAPER (�" ---- I SEALANT BEHIND FLANGE J V__ 3 5 1X2 TRIM II O/WIRE MESH q :,";12" I U�� 4 60 MINUTE GRADE'D' O 60 MINUTE GRADE'D'PAPER I 2 FOAM TRIM WCU G O r C O 5L' �I O 5LOPE:I/2" i 6 b7 I O5 2X FRAMING PAPER -- DOOR FRAME Al GONT '-'j O O/BROVAI GOAT H bO WOOD SIDING _ (SEE PLAN - _ .j Y- U"m O SEALANT BEHIND FLANGE �' IO 2 f- O5 WINDOW FRAME W/GONT q 3 4 O H 152E ELeVJ IO I 3 60 MINUTE&FADE'D'PAPER 0 G O AATER ICE t ',-(` I SEALANT BEHIND FLANGE O 12"MOISTOP FLASHING PAPER OEXTEROR RASTER WP.TER SHIELD' _{-; g T I j O4 &LASS FIBER MESH 0/ - W F= O O Pr a 0/WIRE MESH 2 LAP PAPER I O FOAM TRIM 2 PRIMER ADHESIVE __I Q� MIN.3" I O/BROWN GOAT __- 2 O 26 GA 6.1.FLASHING 6 -_ 6 5 4 5 EXTERIOR PLASTER O/WIRE MESH , (�5 12-MOISTOP'FLA5HIN&PAPER I ® Zv z w Z F w O 2X BACKING OR 9O 2X TRIM PLYWOOD BACKING W `�`-- r O &LA55 FIBER g6 FOAM TRIM q a (SEE ELEVATION AT&RAGE'ICE a < 10 j MESH O/PRIMER 6 O/BROWN GOAT S WATER SHEILD' ADHESIVE 2T O COLOR GOAT -- - O M EXTERIOR.PLASTER O/WIRE 10 SW KEY AT EXTERIOR II SEALANT AT51DIN6�� 6 4 8 rURAIN&D2 SILL i _- 8 COLOR GOAT H 1 _- ADHESIVE PLASTER NONLHARDO O II O8 6LA55 FIBER MESH O/PRIMER q 3 O COLOR COAT II 5AW CUT DRIP 3 O FOAM TRIM,SLOPE TOP 4 O 5RACEE"ICE 4 WATER 4 O CONT,SEALANT BEHIND b �ydd 12 q (MIN.2 Ib.PGF) 3 O SON bx6 OJTLOOKER T.SEALANT BOTH i (SEE ELEVATION 4" GONT.SEALANT O/BROWP.Coal 2" I� I SIDES OF FLANGE WINDOW FLANbE w 10 10 SLA55 FIBER MESH BEHIND WINDOW FLANGE w F} CO! SEE RAKE DETAILS FOR T O/PRIMER ADHESIVE wz�F II 2X SOLID BLOCKING Q i1� NFORMATION NOT SHOWN MOD' O MOD, D2-ID W2-3D F Y HERE T2-2TO T2-35C II COLOR GOAT WI-IOD W2-12D LL p I/20/00 023040gq/GI9D3 03-IT-03 2 5/2-1/02 PARDEE 12/6M5 PARDEE 9/2g/qa PARDEE I2/6M5 Q d ID s^ 02302252/DI2D2 W m O> V J EAVE TRIM AT BEVEL SIDING (2 . (SABLE END TRIMW 19 51LL AT FURRED-OUT ALL 15 WINDOW EXTERIOR PLASTER O/FOAM TRIM W � IM SCALE: 3" I'-0"SILL AT PURRED-OUT ALL 1 HEAD AT SLIMS DOOR WINDOW 51LL ®woa cn SCALE:I I/2'=1'-O.. SCALE: I/ZW= O" SCALE:3'=I'-O' EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"=1'-O"' EXTERIOR PLASTER O/FOAM TRIM SCALE: 3(7 "=I'-0" W~ O = C3 Oi EXTERIOR PLASTER OI EXTERIOR PLASTER W LL}O 00 o �/�J� t 2 ® > O O/WIRE MESH ; O/WIRE MESH c�,OPE: FOAM PLANT-ON5 V PLAS y I ER NOTE: I E: � f~ m BA a O 60 MINUTE 6RADE r I";I2-4,� O2 60 MINUTE& DE g U to Z D•PAPER 'D'PAPER LJ N O26&A CORROSION O3 26 6A CORROSION - I" �' I" A, SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL FOAM PER 1 p Z�Q w RESISTANT WEeP SGRE® RESISTANT WEEP SCREED a ARCHITECTURAL PLANS AND DETAILS WITH A DENSITY OF I Ib.AT H W W V ly +� V SECOND FLOOR LOCATIONS,AND 2 Ibs.AT FIRST FLOOR LOCATIONS IN IU V 3 Z O4 FINISH GRADE O4 FINISH GRADE v llbs.PER SQUARE FOOT). FOAM SHAPES SHALL BE APPLIED OVER THE W W BROWN GOAT USING"OMEGA DRY BOND"ADHESIVE SYSTEM MFG. O( L� 5 FOAM TRIM,SLOPE TOP ZZ 5 FOAM TRIM,SLOPE TOP ZZ BY OMEGA,INC.OR APPROVED EQUAL. ?N p¢.-. O (MIN.2 Ib.PGF) V 6 O (MIN 2 Ib.FGF) O b Y SUBCONTRACTOR SHALL CONFORM WITH ALL MATERIAL AND INSTALLATION O WINDOW FRAMEcc W/CONT. I Q III N p O/BROM GOAT ` O/BROWN GOAT REGOMMENDATI DNS OF MANUFACTURER. SUBCONTRACTOR SHALL GUT O SEALANT BEHIND FLANGE I F V �U M (SEE ELEVATION 4: (SEE ELEVATION Q - FOAM TRIM TO FIT TIGHT AND SQUARE,UNDER NO CIRCUMSTANCES SHALL 2 2 I 5 5 TRIM OF LE5LESS.THAN TWELVE INCHES(12")IN LENGTH BE INSTALLED. FOAM TRIM Q 0 O COLOR GOAT u� ti O6 COLOR GOAT W 3 �p W W Q O/BROWN COAT W F Z 2 - 2 3O 60 MINUTE GRADE D'PAPER 1 �Q B. FOAM SHALL BE APPLIED OVER BROM GOAT BY COVERINS BOTH THE FOAM AND BROWN GOAT 51:RFACe5 WITH ADHESIVE. FOAM JOINTS SHALL ® 12"MOISTOP'FLASHING PAPER BE BUTTED TOGETHER WITH ADHESIVE AND ALL JOINTS SHALL RECEIVE A MINIMUM 2"WIDE FIBER6LA55 MESH OVER JOINT. ADHESIVE SHALL BE S HEADER -SEE FRAMING S a ALLOYED TO CURE 24 HOURS BEFORE PERFORMING ADDITIONAL WORK ON THE BONDED FOAM TO AVOID DAMAGIN6 THE ADHESIVE BOND. REINFORCING I� F FSERSLA55 MESH 15 TO BE APPLIED OVER ALL OF THE FOAM COMPONENTS. © &LA55 FIBER MESH , U51N6•'OHE6A DRY BOND"ADHESIVE. FOAM ADHESIVES AND BASE O/PRIMER ADHESIVE b H ZZZ Fw 3 3 COA75 SHALL NOT BE APPLIED WHEN WEATHER TEMPERATURE EXCEEDS 110 O COLOR GOAT 4 4 OR 15 LE E5 SS THAN 40 DE6RE FAHREWIEIT. 8 - 17*,i Tf( O8 CONT.SEALANT BOTH SIDES f v z III-1 -IIII o III 'III 1 T 11 OF WINDOW FLANGE AT HEAD o o F��I� III T dQ .E p '� ( ft7 R� tai MDD TTT F\(CG Move co r3-116 d iv2 ac n x w 02304099/GIbD3 II/20/00 023040gq/O:2D3 II/20/00 PARDEE PARDEE �Jy,• y q/2HM4 24 20 EXTERIOR PLA5TER WAIN5GOT (16 EXTERIOR PLA5TER NAIN5GOT 12 5TANDARD FOAM NOTE $ HORIZONTAL WINDOW TRANWM 4 SCALE: I/2"=I'-0' 'ALE SCALE. /2"-I'-O EXTERIOR PLASTER O/FOAM TRIM SCALE 3" �` 400R O PLYWD TREADS I RISERS(MIN 3/4') 0 3 X 3 X I/4 X 30 LONG 022"X BO' MIN.ATTIC ACCESS O 110 VOLT ELECTRICAL OUTLET O O 2X 5'ND5 12 STRINGERS(MIN 3) STEEL XANGLE OR PER U.ML.307 CDX PLYWOOD 3 MIN.26 6A.6.1.q (1)PIECE FLASHINS 3/4' PWT" 2 PLYWD TREADS d RISERS O 5/8' O IDE RETURNS AT EA (I I/4"MIN 2 O (2)$15"PIA.CARRIAGE BOLTS 5/6"CDX X 24"MIN.WIDE PLYWOOD LEVEL WORKING PLATFORM O EXTERIOR FINISH END MITER CORNERS 3 2X12 STRINGERS(MIN 3) 1 in PASSAGEWAY-20'-0"MAX TRAVEL FOR ENTIRE LENGTH OF UNIT 4 5/6'TYPE"X'BH.(YF@l REGlD) O 5HOVEL FOOTIN6 DISTANCE O3 IX C-0NTIN/OUS O O O WOOD RAIL 10" MIN. (U.N.O.) O2X4 TNRU5T PLATE ANCHORED - 1 W/SHOT PINS AT 24"O.G. O4 12"CONCRETE EMBEDMENT O LIGHTING FIXTURE CONTROLLED BY O4 FRAMING MEMBER 04 B/8"DIA.X 2 I/2"LAG 5 DOUBLE IF JDI5T OR NDR SWITCH LOCATED BY ATTIC ACCESS (SEE FRAMINb PLANU BOLTS AT 48'O.G. W/2•DIA.WASHERS. O5 2X4 PT.D.F.STUD 2 2 G 2X CRIPPLE WALL (SEE INT.WALL ANCHOR O4 PAU SHALL BE LISTED FOR INSTALL- O 2X SOLID BLOOKING O METAL BRACKET a a a a T i/2^GYP EID NOTES ON FOUNDATION PLANT O6 2X4 F,T.D.F.PLATE 9 ATION IN ATTICS AND ON GOM5L T- PLAN VIEW (NOTCH AROUND STEEL ANGLE) ABLE FLOORING-CLEARANCES SHALL O6 2 LAYERS MVIVILAYFENT O 2X BLOGKIN� $ 4X NOR OR WALL < b BE AS SPECIFIED IN THE LISTING (30 Ib.AS.T,M.FELT MIN) O INTERIOR FINISH 3 1" NOSING g RooF sHEArNnas w 1/B' WFE'RE OCCURS 10"MIN. (U.N.O.) SAP BETWEEN SHEETS O9 APPROVED METAL HANGER W 5 2 3 4 (SEE STRLI.TURAL NOTES) 5 5 ryN O D'PAPER'RACE 3'MIN.RISE 4 _ x �,r 2 1"NOSING O _ 5 2 9 CHIMNEY STACK 8 FRAMING MEMBER TILE 6" SRTAI W TS SHALL ILS BE ACON- INSTALL b 5 b lO 22XX� SADDLE�2"MIN TINUOU�THE FULL LENGTH g 71 ( OF THE STAIRS AND MAY aaaa aaaaaaa STUD SPAGINb T 3 EXCEEDS Ib"O.G. BE INTERUPTED ONLY AT A - LANDING AS DEPIPED IN UBC II 26 GA.6.1.SADDLE T 8 2 - _ r 1003336 t 1003.3.3.'1. J MEETS 200M LOAD REOJIRENE11T5 `J PER 199-1 U.B.G.TABLE 16-8 SI-5c 51-IG MI-TOG b MI-65 51-I IG 1/6/89 5/11/92 II/20/00 11/20/00 PARDEE 6/20/95 STRINGER a WALL 2 STRINGER 6 FLOOR (171 PONY WALL REINFORCEMENT HORIZONTAL FAU ^y HANDRAIL DETAIL W/ 1" NOSING I.I/2' I'-o• W/ 1"NOSING I.V2"=I'-O" SCALE: In"•I'-O" ATTIC INSTALLATION SCALE. "=1'-O" SCALE:I I/2'-1'-0" aaaa a a a a a a a OI MORTAR BEv W O IX MDF W/ I PLYWOOD^..1.9PLOOR METAL IEASED E06E5 2 3/4'PLYWOOD TREADS t RISERS O IX WOOD BASE -4:49 02 DOUBLE 2X4 PLATE 3 DOUBLE JOIST OR HEAVIER YWOOD R O3 3/4"PI T 3 8 8 O 2X FRAMING AT Ib"O.G. �� 2 4 APPROVED FETAL WU45ER4 O 2"PLATE OI DOOR 2 O In"bYPSUM BOARD 5 O 5 2XI2 91RINSERS(MIN 3) 5 2X6 FRAMING SEE O O In"CAVE MOULD W O O2 Ob YIALL FINISHWEATHER STRIPPING b g pLgN O 1 O BASEBOARD 0 G 3 THRESMOLD-PROVIDE s 333 C 2 T CERAMIC TILE THRESHOLD COATING ON O 3 w + C 10"MIN. (U.N.O.) O THRESHOLD FOR SEPARATION W T BO"LONG 3"x 3"STEEL OtTn2 BED w OF ALUMINUM d CONCRETE OR ANGLE W/12°EMBEDMENT iNro a Q ro FETAL LATH a BOND ISOLATE/PROTEGDT PER UBG TO /� N SEE F ETE(WHERE GVGURS- 4 0 a°F 2004.3 It SEE FOUND.PLANS) g g T Q b x GOAT OR ADHESIVE 3 rso (2)3/8"DIA.CARRIAGE BOLTS1" NOSING OTHR i STUD TO STEEL ANGLECONCRETE SLAB 2 4 O CONCRETE STOOP 3 4 b O 2X P.T.D.F.5LEEPER iv XQ 6 j r Z NOTE,ALL JOINTS Z IN SADDLE TO BE U SOLDERED .U-+ T W W Z F- sl-2c MI-Tc DI-IOD RI-26C SI-29G O Q i/6/89 PARDEE 122/96 PARDEE 1/16M6 PARDEE 8/3/g8 PARDEE 5/18/89 Z Q \ 22 STRINGER ® HEADER �$ KITCHEN BAR DETAIL �� THRESHOLD AT SWING-IN DOOR �� CHIMNEY SADDLE FLA5HINIS DETAIL STUB WALL W/ WOOD GAP < o p W/ 1"NOSING 1.1/2°=1'-0" ✓'�CERAMIC TILE SCALE: In°=1-O" AT FIRST FLOOR SCALE:3"%I'-0" AT ANY CHIMNEY 24"OR WIDER SCALE,1 I/2"-1'-0" � SCALE:1 I/3"=1'-O" Z W Z C2 _ OI APPROVED MANfiAGTURED TVB O8 CERAMIC TILE OVER LATH I YWOOD 511BFL0."R 0 ROOF GAP W BACKil DAMPER 1 O INSTALL MOISTOP'PLA5HING - UJ BALUSTERS: (1 I/4"MIN) 2" NOTE�GPULK BETWEEN Q Ld AND MORTAR BED O lO DOOR SILL-PROVIDE BITUMINOUS COATING PAPER(9"WIDE)IN ORDER 2 9/4'PLYWOOD TREADS d RISE£3 PROVIDE MIN.2 BALUSTERS O SEALANT AT JOINT MA% ON SILL FOR SEPARATION OF ALUM.d CONE. O ROOF LINE A5 SHOWN BELOW M015TOP'AND FLANGE O LINE OF FLOORPER TREAD AT STAIRS (OR PR-55URE TREATED 51LL LET IN TO ALL FOUR SIDES ON R' J-2--(MIN 3) BALUSTERS SHALL BE DESI6NED BULL NpSE CERAMIC TILE TYP. SLAB)E/ OTTER APPROVED MEASURE TO 3 2X6 FRAMING 3 CAULK BEHIND FLANGE ALL ALL EXTERIOR WALL d' Q (a PAPER ED METAL DOUBLE LOOR JOIST OR HEI 4 15FACED SUCH THAT A 0 A.SPHERE LL WA MORTAAR 511 O PLASTERTM SIMP°SONPTHA213 TRU%HANGER.TJB10"MIN. (U.N.O.) 2 GTHROI)SH AT ANT ONT WOOD GAPTNT .;;.� 12 O3 SEALANT AB T PER UBG 2004.3 O �R� CONNECTION - O �Tpouf�SIDES WHERE OCCURS ___ PENETRATION LLIL, Q SIEL D VENT ROOF O PLATE(PTDFN� x OSIL] O FLATS O ------- I_ W 3 i" NOSING g OS INTERIOR FNISFI OS 2X P.T.D.F. O 6.1.CLEANOUT BOX - r + Q W Q 6 q L o AT 16"O.G. 3 DBL.TOP PLATE 4 IX2 REDWOOD b b.l.REVERSE TEE O6 2x TOP t BOTTOM SPACER Q O (WHERE OCCURS) 3 O O W/ACCESS DOOR - a 4h m `tl b OCARPET O/UNDERLAY -_ F- E G 2 pp O6 DOUBLE 2X FLOOR JOIST SLEEPER Ld O r+ a 3 OR BTRINbERS OOORY�D51.8FLOOR N 4 - W X Z v z N 2 F 1:2 6 O8 PLATES F„Ab STRAP MULTI Z '' 2 2 10 PLATES EV EA.SI AT 12"OG. IO 4 ° STAGGERED EA.SIDE - 9O 3/8"DIA.X8"LONE LA5 LL ---- ------------- 5 SCREW AT 12"O.G.STAGGERED u� b K 5 2X PLATE AS REOD - -. -1 1 -1 9 3 O PLUG AT GAPOL..SEAb6ERED. a: ALL COMPONENTS AND I _____ W d~ N O W - =IIII MIN.S•'PENETRATION INTO A ---- W }}- N II FRAMING. COUNTERSINK H INSTALLATIONS SHALL 4 BALUSTER TO IX GAP mm EXTENDED SILL W 51PAGER COMPLY WITH DI-2TC SI-3C ttf DI-13D REQUIREMENTS OF MI-3B VENT a�ILFZ Q. CONNECTION ae C.MG.5043. II/2M2 m PARDEE T/IS/96 10/18/OE PARDEE B!3/98 d d O PARDEE\023-99100 I/e/ae p��p} 0) (n II 2X RATE AS REQUIRED L � W IB TUB 5HOWER ENCLOSURE 23 STRINGER ® HEADER 1� 12 HANDRAIL TYP. SILL-SLIDING DOOR i 1 DRYER VENT THRU ROOF 7 TYPICAL FLASHING_AT G.I. VENT ; ��® LL. J AT CARPETED FLOOR SCALE: In"=1'-O' \ SCALE- "-I'-O" NOT TO SCALE - LIn"=I'-O' AT FIRST FLOOR SCALE:3"=I'-O° O w/ 1" NOSING �}�I � �� _ W cm) Z 2 10 m� �N ail OI APPROVED MARFACT)RED TUB 9O LINE OF FLOOR /4'PLYWOOD TREADS t RISERS O FINISH GRADE O ROOF FRAMING (D 61.CONE,SOLDER 0 ROOF FRAMIN& 90 6l.CAPE,SOLDER W O 0 O O 3 TO BASE FLASHING; TO BASE FLASHING; 2��R} / J 01 O SEALANT AT JOINT 10 LATH AND MORTAR BED AT PONY WALL 2 LONT.2X RATE p O2 EXTERIOR PLASTER O ROOF 5HEATHIN6 W/I/8" CAULK GONT.AROUND TOP O ROOF SHEATHING W/I/8•• CAULK CONT.AROUND TOP F* d F @JJ m Q �- 0/WIRE MESH GAP BETWEEN SHEETS OAP BETWEEN SHEETS 3O BULL NOSE CERAMIC TILE TYP. II MORTAR BED OR PLASTER 3 PLYVO 3UBFLAOR 8 Y (SEE STRUCTURAL NOTES) 9O TYP.VENT (SEE 5TRUCTURAL NOTES) 10 'B'VENT Q 2 LL w U N Z OF PARTS BELOW TLB f 3 26 6A.CORROSION- W ly /� of'5') Q 4OTEMPERED GLASS SHOWB2 4 2XI2 STRINSER5(MIN S) 1 ip O RESISTANT WEEP SGf�ED 2 O NOTCH TILE TO ACCEPT FLASHING B O NOTCH TILE TO ACCEPT FLASHING 8 p Z.( W =w M ENCLOSURE INSTALLED PER MFR 12 ACRYLIC SHOVER PAN LINER 10" MIN. (U.N.O.) II L]U�O IU d U1 J OIFE TO BOTH FLASHINS 2X CRIPPLE STUDS 13 MORTAR BED S DBL JOIST OR ELK O DOIMLAS,FIPRESSURE R 5 SILL PLATE O AITH PIPE To BOTH ROOFERS MASTIC,7YP. O4 WWHSEA PROCIFERS MASTIC,TYP. It`ItUU UI p)LwnU1 //y�am� J U'1, AT IW OL. 4 U > W 3Z7 Q OS 60 MINUTB—DE D'PAPER O5 LAYER UNDERLAYMMIN O LAYER UNDERLAYMENT O a.-. Y O2X TOP t BOTTOM X (30 W.AS.T.M.FELT MIN) (30 Ib.A.5.T.M.FELT MIN) ��SUU PLATE(P.T.DP) 4 1"NOSING g 4 < b GONT."ROPE"CAULKING 2 LAYER5 AT LOW ROOF 4 9 2 LAYERS AT LOW ROOF 4 9 WIN V O O TO BITU BANE 3 , -- O CONCRETE SLAB, 5 AND LAYBACK AREAS i AND LAYBAGK AREAS d Q J.i WHERE OCCURS O LEAD OR OTHER TYPE FLEXIBLE % O ST010H DOLLAR-HAND FORM df J � 08 CERAMIC TILE - FLASHING W/MIN 9"SKIRT AROIAm TO TILE SHAPE t CRIMP OVER 3 - } 3 ROOF PROJECTION.ATTACH f 2 TO TILE W/ROOFERS MASTIC -" a a u1 O B'VENT COLLAR b 13 .y - O 6.1.BASE -" -�-,1 FLASHING '' p FLASHING SET _ 8 HANDRAILS SMLL A BE T IN M45TIC - 3 O VENT GAP 3 QI g 2 THE FULL LENGTH OF THEHE STAIRS 0-- PER C.54 IEOF 3.6 AMHITHSTA SHALL T BE CAPABLE OF WITMSTANDINO A T = I .. - ,- I S _ DM 'S _ t T "` LOAD OF AT LEAST 200 Ibs. b b iv 5 APPLIED IN ANY DIRECTION AT Z 5 = 1 5 r 13 ANY POINT ON THE RAIL PER 5 < 2 'I� 2 - ei_,g per A P© �' G.B.G.TABLE 16-5. 1 a` 12 9UARDRAIL5 SHALL RESIST A 2O III, NOTE. II 9 PER LINEAL FOOT HORIZONTAL WEEP SCREED TO BE - f y 3 t be •, V FORGE APPLIED AT RIGHT ANGLE INSTALLED PER IIII IIII 5 5 s {I i l a J DI-IbG 5 SI-� TO TOP RAIL FER G.B.G.TABLE 16-5. 52-II0 U�9EG 3506.9 - T3-ID RI-4G S\+ F 10/21/9T 1/6/89 10/18/02 II/20/00 PARDEE 5/I1/95 PARDEE f02.^ 5/lT/95"^,s �x • PARDEE\023-99100 TUB/ SHOWER ENCLOSURE C STRINGER ® LANDING C RAILING DETAIL WEEP 5GREED AT CONCRETE 5LAB ROOF PENETRATION DETAIL (8BI VENT FLA5HIN6 AT TILE ROOF g m SCALE: In"=1'-0" `� 20 TURNED DONEL5 AT RA15ED CURB BCALP:3":I'-O' SCALE.3"=1'-0' (121 (PLUMBING VENT) BARREL OR 5 TILE SCALE: I/2"=1'-0" BARREL OR 9 TILE SCALE: 1/2""I'-O" O W/ 1"NOSING LU2"•I'-o• OI WINDOW FRAME O 26 GA.b.l.FLASHING b W CONT.SEALANT O WALL FINISH AS SPECIFIED 10 PLYWOOD SUWLOOR 0 2X FRAMING AT Ib"O.G. 026 bA.G.I.FLASNINb t COUNTER FLASHING Oi UNDSRLAYMENT(30 lb. BEHIND FLANGE � (EXTERIOR GRACE) (MIN.SLOPE 2.12) (MIN.SLOPE 2J2) A.S.T.M.FELT MIN) 6.1.6ROAD(I PIECE) SCREWED 4 GLUED PER O GYPSLM WALLBOARD 2 M019TOP'FLASHING DECK WA INS MFR. O2 SCVPPER AT SAVE(MIN.4"X 4') O SCUPPER AT SAVE O8 SPLASH DIVERTER O PAPER(W WIDE) O3 0 PLY N'OIG DECKING O THROUGH 3 I/2"LAb SCREWS S _ 5 O CDHROMATE PRIMER ON SILL.TO O/PLYWOOD DECK II E5LIPSHEET AS LASTOMER'I rMFFR IFIED HY THROUGH BLOCK TO STUDS 4 / O LINE OF FIAT VALLEY BELOW O LINE OF FLAT VALLEY BELOW O FLASHING(MIN. 6 30 b.SAEAT �'WIDE) OO UNDER b PAS 6�E p ISOLATE SILL FROM FLASHING O 2X F.J.(SLOPE I/4"PER FT. O 2X4 LEDGER +'"'-------- O LINE OF SLOPING VALLEY BELOW(AT WAW O4 LINE OF SLOPING VALLEY BELOW PER UBG 2004.3 TO PROVIDE DRAINAGE) 12 1/2"PLYWOOD EXTERIOR&RACE _ ____---- 10 GONT.SEALANT O FLEXIBLE WATER O ROOF SHEATHING OS ROOF SHEATHING O4 SYNTHETIC,STORE O FLOOR SHEATHING O CEILING/SOFFIT FINISH WHERE 19 WALL FRAMING WHERE OCCURS CONNECTIONS a a a a VENEER SEE STRUGT.NOTES SPECIFIED, PROVIDE GDNT. O 2X4 AT Ib"O.G.(AS REQUIRED) O 2X4 AT 16"O.G.(AS REQUIRED) O5 SRONIN GOAT 0/ I O3 SEALANT VENT STRIP FULL WIDTH Ob VENT 9 1 6 OF DECK. PROVIDE 12"5Q.6RAGE'ICE 4 SCRATCH GOAT O UNDERLAYMENT(30 lb.AS.T.M.FELT MIND _ 1 WATER SHIELD'AT ALL DECK ENDS O WATER NEATER T I O4 ELASTOMERIG DECKING Ob GLASS FIBER MESH 2 O INTERIOR FINISH ADJACENT TO HOUSE OCONTINUOUS BACKING 0/PRIMER ADHESIVE 1 OB FLEXIBLE GAS CONNECTION O 30 lb.SYEAT SHEET 1 OS MIN.26 6A.6.1.FLASHING- I/2"MIN. O O'T 1 3 -/ 2x FLOOR JOISTS O FOAM TRIM SLOPE TOP 1 ONE PIECE FLASHING 9O MIN 26 GALVANIZED IV WIDE UNDER FU5F41NG i I O 2X CONTINUOUS LEDGER GALVANIZED METAL STRAP MIN.36,WIOW O 1 BOOAN COAT 6 1 1 4 c� OR HITECTALIFORNIA STATE 3 1 '� 9O RIM JOIST OR BLOCKING ARCHITECT APPROVED ----------- 10 CONT.SEALANT \\ // O HmAprm PLAN 9 1 FROD'JGT 1 �-Ng- Y45-10D O EARTHQUAKE STRAPPING --------- Z 6 / 9 DOLOR GOAT ____-1 SLOPE I/4"/FT IO IB"HT.MIN WM PLATFORMaO sEEPLAU WATER TIGHT PAN BENEATH lTO EXTERIOR PER UPC,510.16"MINWATER NEATER WITH pRAIN2 2/0 DI-9D II/20/00 PARDEE T/IS/96 /?. N -- AS REQUIRED Br UPC,GIIAREIRE7 S rY2� HEAD WITH SYNTHETIC STONE VENEER y3 TYP_51LL-SLIDING DOOR g NA HEATER EXTERIOR PLASTER O/FOAM TRIM SCALE:3"=I'_p• AT SECOND FLOOR SCALE:3"-I'-O" f WATER NEATER STRAPPING SHALLBe AT FORTS IO 5 5 6 9 10 T SLOPE SLOPE rr ONE-THIRD045)1AND LONER ONE- ®THIN THE a a a a a a a a a a b OI WINDOW FRAME O 2X TRIM W STUCCO OVER 1 �— THIRD(1r3)OF ITS VERTICAL .AT THE LOAER POINT W CONT.SEALANT A MMI DIO TANCE OF FDA INCHES BEHIND FLANGE 2 2X4 STJDS AT Al'O.G. 8 SECTION 'A-A' SEGTI ON 'A-A' O O '• 10 II 9 SHALL BE MAINTAINED ABOVE THE ELEV.VIEW 2 NONSTOP'FLASHING 3 EXTERIOR FINISH O/60 MINUTE PAPER CONTROLS WITH THE STRAPPING. PAPER(12•WIDE) - b PER LPG EEG.510.5. O4 PLYWOOD WSPLOOR(EXTERIOR GRACE) O MINIne ,DD.1 GRADE 3 2 4 5 O 2"GO.W.I.RAILS TOP AND BOTTOM 2 b"MIH. O4 SYNTHETIC,STONE O6 I"50.W.I.BALUSTERS AT V O.G. 3 2 1 b 1 0 _ VENEER. NELDED TO TOP AND S"Sd F 3 W� O O5 BROWN CHAT O/ O BEAM SEE FRAMING PLAN 4 i SCRATCH GOAT ENDATTACHMENTEL W TO BE I THICK BY BOTTOM RAILS 3"x 5"SQ.STEEL PLATE NV 9/0"CIA.X 3" LONG LA6 BOLTS MIN 4 PER PLATE) - SLOPC: SLOPE I/E="�12" MIN. a a "qqq "8 b O2X DECK JOISTS SEE FRAMING PLAN b m MIN.I/4"PER FT. 9 T W ` d 10 ELASTOMM16 OEGKINS,O/ 3 MFR. Vx II GRACE'ICE AND FLOOR SHEATHING PER WATER SHIELD' II ° 4 10 {9) Z tttLLL NOTE: O U 1 ALL GUARDRAIL COMPONENTS AND ANCHORS TO BE DE51ONM AND 3 Q � INSTALLED TO WITHSTAND A MIN,1 - - LOAD OF 20 Ibc,PER LIN FT. -1 IN A4"MIN. 4'MIN. APPLIED HORIZONTALLY AT RIGHT 6"MAX. 6'MAX. ANGLES TO THE TOP RAIL. Ld LL lJ 7 1 10 5 4 8 13 b W W 3 ALL RAILING GOMPONSNT5 TO BE F Z W5-2v GALVANIZED OR OTHERNBE COATED SI-16G 9I-216 TOP VIEW M-bB O- Jq 'A' q •q II/20/00 TO INHIBIT CORROSION 2 I/29/96 PARDEE I/4M4 11/20/00 Z PARDEE J W r N M, n yI N —I— — SIN °.IAMB WITH SYNTHETIC STONE VENEER 14 DECK ENCLOSURE 10 DECK 6 WATER HEATER BRAGINS C� a 7 2 W� -w'ALE:3'-I'-O' SCALE: /2'-I'-0' SCALE: Z LL > F F 3 OI COLOR COAT OI ELASTOMERIC DECKING O/ OB 2X CON7INUOU5 LEDGER O 3"DNA.CONCRETE FILLED OI 1/4"HARDWARE CLOTH 5 O 3 FL1W200 DECK PER MFR. PIPE COLUMN 5TAFLED TO BACK OF O W 2 60 MIN)fE GRADE q 9 RIM JOIST OR BLOCKING 2%BLOCK 2 - ~ O 'D'PAPER O F.J. (SLOPE TO PROVID ED DRAINAGE) T. O PLYWOOD GUS-LOOR O 4"CONCRE 5L48 TE O VENT BLOCK HOLES CIO- - CD b b 4 O FOAM TRIM,SLOPE TOP O (EXTERIOR GRADE) O CONCRETE PAD 2 \" W(� O (SEE ELEVATION BELOri a" p 4 MIN 2 LB PGF) 3 GEILIN6/SOFPIT PINISH - W 1"12" O FOR 512E AND SPACING) �'- W N 4 /I\ O/BROWN GOAT SLOPE WHERE SPECIFIED II %IPSN@T AS SPECIFIED BY T �" �- O ELASTOMERIG MFR. O 2X EAVE BLOCK(SEE 40 EXTERIOR PLA5TER O4 2X NULL PRAMIN6 ELEVATION AND SECTION W N 6 O/AIRE MESH O W BELOW) P\f O`(5R t\Otr 5 2X FLOOR JOISTS VIE F1.0 S (n IWVLATION(REFER TO VP W 0 W W I Y O O EXTERIOR FINISH ENERGY PHO N 3 4 b d W m A THRESHOLD T 5 BY OTHERSALGULATIONS A a D � SLOPE/4"12' 1 T O PROVIDE APPROVED W W W O R' �+ O d - �--- SAVE BAFFLE BETWEEN H_ P: p h ROOF FRAMING MEMBERS TR� j'1 O� � � 04 (TRUSSES OR RAFTERS) EAVE AT IIW55 u TO HOLPREVENT EAVE VENT 4" EQ. EQ. EQ. 4': Z v Z M Z F fz 3 II 9 BY NVU TLA IOFROM�IN6 BLOCKED - I � O6 DESIGNED WOOD TRU55ES 3 OR 2X ROOF RAFTERS (3 (D ® pp VARIES(SEE PLAN) 2 J P n Y VARIES PLAN) µ30. (4)2'CIA. w Z ELEVATION AT No Es 2" 2' 2:: e, 2, TRU5SE8 <}� N PLAN VIEW PLAN VIEW MQD 0 3 2 6 6 4 5 fW�Q RI-4-B W9-IlD SI-21G MI-TA 2 1 0.LLQQ O CL II/20/00 II/20/00 02304099/715D5 5/30/05 PARDEE I/4M4 11/20/00 '^ CRICKET AT ROOF TO WALL S,I. CRICKET AT "PLAT VALLEY_" TRIM BAND DEG_K BUMPER SUARD/PIPE COLUMN �� o L� w Vim' CD- 6.1. GRIG SCALE: -0" �2 SCALE: "-1'-0" �� WITH EXTERIOR PLASTER OVER FOAM TRIM 5GA E:9"•I'-O" �5 SCALE:11/2"-I'-0" ( SGALE:I/2"-I'-0" \ 1 i `N O 01 &RAG.E'ICE 4 OI SYNTHETIC STONE OI WINDOW FRAME W CONT. 15 01 WINDOW FRAME W CONT. OI WINDOW FRAME W CONT �pY,t�p p rc 0.®O J m /-� WATER SHIELD' VENEER SEALANT BEHIND FLANGE 14 SEALANT BEHIND FLANGE 6 SEALANT BEHIND FLANGE 12 5 P�ty(OV- 101't (t 4 6 yr1�SU N' U J V O2 60 MINJTE GRADE 2 O2 BROWV GOAT O/ O2 GRACE'ICE 4 WATER SHIELD' 13 O3 MOISTOP'FLASHING q O2 'NONSTOP'FL45HIN6 �p�ID NN0PK1 1C r I- ~p p�p� m Q 6 PAPER ' SCRATCH GOAT LAP PAPER MIN.3" _-.� Z PAPER(12"WIDE) I t PAPER/12"WIDE) 13 t ('r,PQ.b SN 3 Q I{Z� N Z T �W 4 W =NM Q O3 EXTERIOR GRADE 3 60 MINUTE GRADE 3 NONSTOP'FL45NIN6 PAPER f 3 EXTERIOR GRADE PLYWOOD t Q(S(2 F 3 EXTERIOR GRADE PLYWOOD Z 0.' W PLY 4000 O 'D'PAPER O 5 _ in O S-1 m O f'1 in EAVE AT COW. Q W 0 W d O4 60 MINUTE GRADE D'PAPER - O4 EXTERIOR PLASTER --�`J O EXTERIOR PLASTER _ - - p1111 y J O A O4 2X FRAMIN& i O 26 bA.b.l. 2 O/WIRE MESH - O/WIRE MESH WW W W 12 I WEEP SCREED OS 26&A.6.1.FLASHING ® 8 Mo. 50. EQ. EQ. Z ID yt YF Z Q OS EXTERIOR PLASTER rI OS GRADE'ICE 4 WATER SNIEL -- =.12• + O GRADE'ICE 0 WATER SHIELD' SLOPE: ":12" 10 _Z ry)��ll11} I 0/WIRE 165H 2 A� 5(MIN) A O 3 O b LAP PAPER MIN.3" 10 LAP PAPER MIN.3' 1 W 2=V 00 to O 5 FINISH GRADE b 3X FRAMING W STI2 �— AT 16"D.G.TD LEDGER OBEAM(SEE O PROVIDE NEEF HOLES 4 Ob 60 MINUTE GRADE 3 O6 3X FRAMING (9)2 I/2" N Q ZO O O v PRAMINb PLAN) BELOW O 2X TRIM(5EE ELEVATION 'D'PAPER 1 O CIA.HOLES I 1 GRACE"ICE i WATER 8 7 60 MINUTE GRADE �! O2X BACKING OR PLYWOOD O SHIELD" i Ob 2X LEDGER W 1/20 X 5 O -X&MIN AT 16"O.G., 'D'PAPER S 10 b 9 }W BACKING AT GRACE 5 - 4 LA6 BOLTS AT b"O.G., LAP AND SPIKE - Z O 'ICE 4 WATER SHIELD' STAGGERED MIN.2"VERT. J�-�_1 II W(3)16d NAILS < O8 26&A.6.1.CORROSION- T �N 5EGTION ELEVATION AT '� �S Q F LLLLLLK RESISTANT VEEP SCREED b 1 9O 2X4 SPACED DECKING 12 OB FOAM TRIM,SLOPE TOP 4 Q Q 5 1 MIN 2 lb.PGF) 6 9O FINISH GRADE GONV 1 I,I�MINv WW J�(� Z b Z 10 EXTERIOR PLASTER O/WIRE MESH Y 2 O/BROWN CHAT - NOTESN )^.-� .'•,.`.. U10.3 * f Ib 4 10 2X BACKING OR PLYWOOD _ Ikl RI 1 2X BACKING OR PLYWOOD O GLASS,FIBER MESH BACKING AT GRACE 1, 50 GENERAL NOTES AND PLAN 5PECINCATION5 FOR [� _ m I BACKING AT GRADE O/PRIMER ADRESIVS 'ICE 4 WATER SHIELD' 9 e VENTILATION REQUIREMENTS 0 hP c 5 T 'ICE t WATER SHIELD' IT Ib - d Autho t n '�s 10 COLOR COAT II FOAM TRIM,SLOPE TOP 2.EACH BLOCK PROVIDES APPROXIMATELY 125GL WGIE9 OF p i pe ding 3/4"KEY 5g PLAN 4 SEE PLAN ti• t c2o1 :t1, 0' p:, MIN.2 lb.FCF) VENTILATION. _ e m� ' 13 FOAM TRIM,SLOPE TOP MIN. O/BROYPI GOAT d d 3.MINIMUM BLOCK SIZE 2%4%i4 V2 0 2 9 4 _ --i 2 Ib.FCF)0/BROWN GOAT (14"MAX) MAX Ib') 12 0/PRIMER FIBER MESH — ! mconstrue Gas o, ZO n li O/PRIMER ADHESIVE — 1 4.TRU55 FRAMED AREAS- PENT BLOGKAT EVE(tY T'NYIRD BAY.,, L.. d tc C7 y 14 GLASS FIBER MESH 16 C4)T DRIP i_ t 0 the Oppl'c o"'. MOD. O/PRIMER ADHESIVE MOD. 19 COLOR COAT 5.CONVENTIONALLY FRAMED$I.OFFtD,fiEl�lN&:AIREAS WENT ed t0 c'v5 1z W T3_3C V2-ID IT SHAPED WOOD CORBEL P3-12C P4-II6 PI-4G BLOCK AT EACH BAY. J 0,c t P py,5onsh fm{ Q.F. W II/30/00 PARDEE/02302256/D20D5 8/25/03 IS COLOR GOAT W A35 EACH SIDE 11/20/00 023-04116/Db_CI4 5-9-04 II/20/00 o„t Or ty w v r c,c,I::PI 1".P( 4/30/03 Q fd VUa y C) 6 U a SLOPING EXTERIOR PLASTER WALL SYNTHETIC STONE APPLICATION -0 (26' WOOD POTSHELP WITH CORBEL 2_ D 16 EXTERIOR FPLASTER POTSHELP� 2,-0 (121EXTERIOR PLASTER POTSHELP�E. /2"=1'-D• (81 NOSGALE 4 0 SCALE: /2'-I'4" AT CONCRETE SLAB SCALE:9"-I' 60 MINUTE EXTERI ELA5TOM MEMBRANE O b'PAPER GRADE O 0 /NIKEE MESH TER O ERIG(SEE GENERAL NOTES) 0 "50.STEEL'!USING',. /� LAP PAPER 6" O EXTERIOR PLANER O SO MINUTE GRADE O 11/2"X 4'X I/W STEEL PLATE 12' FUTURE FLASH(12"AIDE) O/WIRE MESH 'D'PAPER AT WALL ATTACHMENT �J O3 2X FRAMING 3 O3 FLOOR JOISTS S�PI-AN O DECORATIVE W.I.SCROLL O60 MINUTE (SEE PLAW 8 (SEE STRUGTJ INSTALL PER MFR SPECS GRADE b'PAPER 2 4 LADDER BLOCKING 0 FOAM TRIM, 2 O4 (2)LAG SCREWS,CAULK THREADS AND O TO SHAPE ARCHED (MIN.2 Ib.PCF) SLEEVES BEFORE SEO.RIN6,PRE-DRILL AND a a a a O/BROWN GOAT - CAULK LAb HOLES PLTffTAL SLEEVE AT LAb SOFFIT (SEE ELEVATION 3 BOLT ATTACHMENT r, 2 OS 1 DSL.2X ELOCKING OS 26 6A 61 FLASHING O5 OFI1 5 6 EXPANDED METAL LATH .. ADHESIVE 4 ..... . O6 W MINUTE SR.'D"PAPER 8 EXTERIOR PLASTER O/ Ob DOLOR GOAT ____—.,_ _.__———— O EXT621OR PLASTER O/WIRE MESH 3 WIRE MESH GRACE'ICE AND EXPANDED METAL T O O8 HI-TECH FOAM CAPITAL LATH WATER SHIELD' BEAM HERE NIT-60 Oq HI-TECH FOAM BASE 3 O SEE F Ib RA M N PLCAN) T 2 qNT 0q 10 2X BACKING OR PLYWOOD BACKING 6 J AT ELASTOMERIC MEMBRANE II 10'DIA.FOAM TAPPERED COLUMN ) NOTE:THIS DETAIL APPLIES TO SHAFT(SEE FLAN -"""' _ SOFFIT CONDITIONS THAT ARE 1 10"IN WIDTH OR LE55. MOD. 14-2D T2-10 2 nub•' i 1/20/03 106-02128/01493 12/5/03 21 b i 2 FOAM TRIM AT SOFFIT 13 SOFFIT 9 1 a 1 SCALE:3"•I'-O' SCALE:1177.1_0 /I/I /I/I/I Q/I Q F 1 <J<J �S�S �S g ELEVATION 0 (1)GOAT STUCCO O/WIRE O COLOR GOAT NOTE:PROVIDE MINIMUM IL FRAMING DIMENSIONS FOR SINGLE AND ME5H O/1"FOAM BOARD 2 bO MINUTE GRADE OR DOUEILE TERMINATION CHIMNEYS. NOTE:FIREPLACE SHROUDS MUST BE LISTED AND LABLED FOR USE ALUMINUM LOWERED BAHAMA SHUTTER 'D'PAPER W/THE FACTORY BUILT/PRE FAB FIREPLACES BEING USED. h, I "THE ATLANTIC ADVANTAGE" O FOAM TRIM BAND b 2 026 bA,6.1.GAP!FLASHING o I 'MOISTOP'FLASHING (SEE ELEVATION) E-- 6 O EXNb00 (A 2 PAPER(12"WIDE) O4 FLOOR JOISTS TERIOR GRADE PLY ..I < /� q 1 O4 ATTACH TO 5N5-1WALL (SEE STRUGT) —Ll 4 O3 G.I.PLASTER GROUND r pp > ( WITH SOLID BLOCKING OS EXTERIOR PLASTER s I O/WIRE MESH 5 O4 ELASTOMER16 MEMBRANE, 2 1 O5 WINDOW FRAME W/GONT. 2 - REFER TO GENERAL NOTES yWj SEALANT BEHIND FLANGE 1 O SHAPED FOAM CORBEL A I - BEYOND(MIN.2 lb.PCF) OS 6O MINUTE GRADE Q? -y (y� 1 f 6 1 WROUGHT IRON ANGLE AND SUPPORT ROD O/BROWN COAT 3 - 'D'PAPER - a 3 g - _0 -------- -_J �l (SEE ELEVATION) 5LOPE` j O HEADER - b O EXTERIOR PLASTER 1 I 9 I N O/WIRE MESH OINTERIOR FINISH I b ATTACIM'ENT AT WALL 9-I.I S" EG rIREPL SHROUD PER O IO 9O 60 MINUTE GR.'D'PAPER P i PER FIREPLACE MAN,F. I - z I 1 SPECS.(SEE ELEVJ m 3 IO PRE DRILL AND CAULK i 3 2 - y PRIOR TO ATTACHMENT •ALL METAL wMPDNEMG TO O SHEET METAL SPARK ARRESTER, 1 N STAINLESS LAG 5GREW5 9 � SE 6ALVMII2 OR OTHERWISE YN WIRE MESH PER FIREPLACE MANJF. 1 COATED TO.BIT GORRO� 4 (^ Z AND STAINLESS WASHERS 1 - 2 .y m "ALL D M ARE FIN SH DIMS 1 O_ N II ALUMINUM CAMELBACK 4 to 1 a' GARc AND sEA,.Au 6 i 1- LAG Bxr PENETRAnow Q ^� I2 DECORATIVE SPEAR HEAD 3 "wNrRAcroR TO FROJIDE 5 9HOP DRAWING FOR REJIEW BY 5 - 0 r 2 OAarGTlRl�wnar_ILDBR PRIOR TO �J'ECiTI ON W UL UL v^J D.MO MOD. MOD. MOD. O WI-D. T2-I IG GI-34B TI-qG `/Lri`11 WH4 q/DI5D6 6/21/03 5 g 023040g9/GIOD6 1/15/04 023-04118/D6_A6 10/la/02 023-01126/012D6 5/6/0 02 Z 22 PRE—MANUFACTURED COLUMN 18 FOAM CORBEL DECORATIVE P015HELF CHIMNEY TRIM SCALE: SCALE:3"=I'-0" SCALE: /2"=I'-O" 1 0 STEEL TU SCALE:1 1/2"=I'-O"BING V ELEVATIONLS-A 2 W Z UL 2 W W OI EXTERIOR PLYWOOD OR MOO 45, OI EXTERIOR 51DN- ^ ` O 26&A.6.1,GAP{PLASHING 4 p 12 EXTERIOR PLASTER 1/2"I:_O" O2 EXTERIOR GRADE PLYWOOD O 60 MINUTE GRADE 2 O O EXTERIOR GRADE PLYWOOD SLO O W PAPER O/WIRE MESH 2 O1X2 TRIM 9 3O O ATTACH GAP It FLASHING w'M CSGRACE top2 60 MINUTE GRADE O6.--j PER MFR.SPEGIFIGATIONS Y LL(3 O O4 SEALANT 6 O WATER SHIELD: 2 'D'PAPER 1 E LL w w p OS 2X4 TRIM 1 O4 2X BACKING OR PLYWD 6 O EXPANDED METAL O4 IX EXTERIOR PLASTER STOP - S 2 v)e X N O6 60 MINVrE GRADE b'PAPER q GE d WATER BACKING SHIELD' 3 O D P 1�GRADE J Ul x N U 'n 4 O IXb TRIM OS 2X3 ON EDGE ABV. 1,: O SHAPED FOAM GO 11——AT ----- -- --- ----- -- - O EXTERIOR PLASTER W 0 INSTALL AFTER 3 1054 4 T 2 (SEE ELEVATION O/WIRE MESH b Q -i i]a q O 2X BACKING OR PLYWD. 6 2XI0 WOOD TRIM 3 I d� m y BACKING AT GRADE'ICE 8 O 26 6A 6.1.FLASHING O 2"X8'FOAM TRIM MIN.2 lb.PCP) T LU E q m Y d WATER SHIELD' 1 AND 26 SA 6.1.CLEAT 5 O DOLOR COAT 2 O/BROYIII GOAT 5 W W 1, 9O 26 GA.G.I.FLASHING 4 O EXTERIOR GRADE A - O 2X FLOOR JOIST O8 COLOR GOAT 6 O I$ p�y� 10 GRACE'ICE d WATER SHIELD'. O6 SAW KERF 8 3 _ ® Z v Z N ,2 F Gs 12 X4 TRIM BEYOND O.G. O SEE FRAMING N _ 13 IX3 TRIM 10 10 EXTERIOR PLASTERIO 0/WIRE MESH 2 p 12 6 2 PINFLOM _ _ _ _ _ _ _ _ YY} 0. cve clew _ MOD. 0" EO. 2 2"I'-10' E0. I'-10" MOD. MOD. { } d w41D T2-20G T2-TG TI-gc d f Z 023041WO15— 4­ 02S-0H0 q/GIID6 8-3-04 3 Uw* 11/20/00 PARDEE/02302195/G21D3 I1/20/00 )Q QQ O QWm S2 J 23 2 b LOUVERED AWNING TRIM AT CANTILEVERED FLOOR FOAM CORBEL AT SOFFIT CHIMNEY TRIM Q LL LJ J �Fo W SCALE 3"s I'-O" 15 SCALE. 1/,,'_ 11 SCALE:11/2"-,:-0" 7 SCALE: /2"s I'-O' 3 ZFU • U) i_ J1 M1Swrom L 1i V/ 0 OI ROAM wmooKERS W11H,'THICK WALLS, O PAINT INSIDE BACKWALL OI FOAM TRIM,SLOPE OI WINDOW FRAME IV CONT. OI 26&A,6.1.GAP It FLASHING EA rc i 00 (SIMULATED TERRA{-0TTA FINISH PAINTED OF OUTL00!'ERS TOP MIN.2 LB SEALANT BEHIND FLANGE I }F O >01 O TO MATCH ROOF TILES), BLACK PCP)0/&ROAN COAT 5 O EXTERIOR GRADE PLYWOOD F INSTALL PER MFR.SPECIFICATIONS O 'MOISTOP'FLASHING PAPER 2 o O EO MIN.GRADE'D' O GLASS FIR MESH 3 2 .� O FUTURE FLASH,FLUSH TO TOP PLATE Q 2 ROOF MATERIAL-SEE ELEV. BJILOING PAPER O/PRIMER ADHESIVEV02 O3 EXTERIOR GRADE PLYWOOD 1 5 2 4 F O z (12"WIDE) Z IL 05 A` r U" it 3 EXTEROR PLASTER 3 COLOR GOAT _ O4 EXTERIOR PLASTER 0/WIRE MESH -fit O4 6.1,PLASTER 6R0MD in 8 V�ZA Q J J O O — 'T� W _W J, 2 A l_ Q Z IICLII W C�h 2 — 5 LAP P 'ICE d N.S' SHIELD' IZ 5 60 MINUTE GRADE 4 O LAP PAPER MIN.3' O b'PAPER IAU- iY I 1I SLOPE:1•:la 10 8 3 Z���11� cc O-<a b 2X FRAMING �� b EXTERIOR PLASTER y - 1Q111 \V O I �-I 3 O/WIRE MESH -- F U j L 9 K 0 0 r7 A w 1 60 MINUTE GRADE D'PAPER }I, J 1 Q 4 2X4 O/2XI0 FOAM TRIM MIN 2 Ib.PCF) T - ��Q Q 1 L O 26 bA.6.1.CORROSION- O O/BROWN GOAT �I O I RESISTANT YE:EP SCREED 5 10 1 I I � H �1 1 8 GLASS P BER MESH O FRONT VI®"l a SYNTHETIC STONE VENEER 1 �PLAN O/PRIMER ADHESIVE Q.zB 1O BALKING BACKIAT OR WOOD 14 DOLOR GOAT 5 - G _ 'ICE s WATER SHIELD' q ry - Q �� it FOAM TRIM,SLOPE TOP SGOTT�AtEKHo (ES ItiC 1�4I0 - (MIN.2 A PCF) 8 �' m; o/BRorW coAT rE a ce to Ir,B 3 I" I" SLAGS FIBER MESHO \ F 2C tl Is 9E0 EL.EV. 5 2 0//PRIMER ADHESIVE Y 2 :�e c C ° A m.t pendln O AT EGORNMD EZ N SAIAPE DOLOR GOAT 1 .. 5 .n A to s y p 9 9 o¢Z MOD. sEE aEVarION. 6 14 BWOAW GOAT O/ III a v�?C Pp g t f b6 edd oio �.io oe ! — _ MOD. SCRATCH COAT g F' �- GI-4G T4-T3 WI-IOD PI-28G �I of t oabl 02302252/6ISD4 - 1/25/02 3-I8-04 02304099/DI3D6 6/23/05 II/20/00 31b-02245/C23DI �'�YI'1A01 ch FOAM OUTLOOKER5 SILL FOAM SHAPE EXTERIOR PLASTER POTSHELF CHIMNEY TRIM a 24 SCALE:1 112"•1'-0'(2o] SCA E.I" -0" 16 NTS. (12 SCALE:1 1/2'*,0" 8 4 x U SCALE: /2 I-O' 0 GENERAL E �J IREl�Y11 E TS G, t GENERAL REQUIREMENTS 5s OJALITY A55URANCE 6o FOUNDATION o.0 DE51GN CRITERIA 2.3 All foundation plates or sills,sleepers It any other framing member In 52.25teol pipe shall conform to ASTM A53,Grade B(Fy=36 ksU. with the fol lowing; contact with concrete or masonry,shall be pressure treated wood of the 55.1 The Quality Assurance Agency(as owner's representative)shall submit the 5.1 All continuous exterior footing to have 5/8"dla.x min.12"anchor bolts with 101 SOILS LO Work performed shall comply g same s act.$[ should be marked or branded an approved a ena. 5.2.35tructurol tubing shall conform,to ASTM A500,Grade B(Fy=46 K51), following items: 2"x2"x late washer,min.T"embedment into concrete,at'12"o.c.unless Foundation engineering has been redlcated on data and recommendations GO T��C P PP 9 "P 9 9 P VVV • 1V 1.1 These eneral Requirements unless otherwise noted on plans or As on alternate,use a loyal of 22 gouge sheet metal between the sit -Qualification of CA Agency's management and QA personnel designated noted otherwise on lane.one anchor bolt should be located max.12"away contained in the soils report 9 q P y 9 9 5.2.a All structural welding procedures and materials shall conform to Building P 9 P ' Soto Iaations. and concrete/mason. for the project, From the end of the sill Hates.min.(2)A.B.'s per 5111 late per shear anal. SOILS Soils O.G. g a 9 Gode,Section 2205.10.Ail welding shall be by the submerged arc process P P P P P SOILS REPORT NO.400859, DATE: II/14/2002 esi L2 EIordin code-22!2 CBG ___ using E"7OXX-low hydrogen electrodes,unless otherwise noted. -QA Agency's Written Practice,Is Inspector defined In FEMA 353 Section 6.2.1, m wG+:MBrwp me 9 - --- 2.45tud walls perpendicular to a concrete or masonry wall shall be bolted to 9 -Qualification,records For inspector and NDT tachnicign5 designated For 8.2 All interior non-shear walls to have HILTI X-DNI(with a minimum penetration This report is considered part Of the calculations and construction documents 1.5 All applicable local,State and Federal Codes,Ordinances,Laws,regula- the concrete or masonry wall with 5/8"diameter x 8"A304 bolts at top, 5.23 All bolts for connections of steel members shall conform to Building Gode, the project, }' Lions and Protective Covenants governing the site of work. mid-height and bottom. Section 2205.11 d A5TM A325N,unless otherwise noted.Holes For bolts of I- 'into slab)at 24"on center unless noted otherwise hi be Installed in and is minimum be adhered o In all of its recommendations and requirements' 4400 Campus Drive 9 9 -GA Agency's NOT procedures,equipment calibration records,and accordance with IGBO#2388 November IggS.Actual slab thickness Go be Verify minimum Foundation depth,width,reinforcing steel and additional P 1.4 Standard Specifications of ASTM as noted herein and as required by the 23 Structural Wormotion shown on Framing plans is for the main structural Ole- should be drilled or punched[shall be 1/16"larger than bolt diameter. personnel training records,and minimum 4". expansive soil requirements with valid soils report and if they are any Newport Beach Building Good. menu.Non-structural elements shall be constructed per approved code -QA Agency's Quality Control Plan for the monitoring and control of the more restrictive,then they shall supersede the Gouvis Engineering CA 92660 requirements. 5.3 WELD5 Agency's operations. 63 All holdowns and post anchors to be installed according to most current Consvit!me Group minimums. 1.5 All work need to be performed by qualified and experience contractors Simpson Strong Tic specifications and requirements of IGBO report number familiar with this type of Project. 2.6 Conventional construction requirements of chapter 23 for light framed 53.1 All shop welding and fabrication must be done in a shop certified by A15G 1211 and 4448 shall be tied in lace prior to foundation inspection. 10.2 LATERAL LOADS: 9P P j q P 9 Ouolit Certification Program and approved the guildin Official. 53.2 The Quality Assurance Agency shall provide the management,personnel, P P P 2.OIn case of conflict,the more stringent requirement shall govern, construction should be followed as required, y 9 PPr 9 Cap l ment and services neoessor to perform the Goal it Assurance function Seismic Zone: 4 wind Speed: 110 Newport Beach All field well must be performed by a certified.alder and a speclalP 9 P 9 8.3.1 Dimensions era not furnished to Simpson holdowns.It is Ehe responsibility of Seismic source t e: B Wind Exposure: G p II dimensions and conditions shall be the res on- 2.T weight of the roof the is considered as 10 psf max.(total roof dead load of Inspector shall continuous) inspect all structural field welding.Both shall be required In FEMA 353 Sections 6.6-Welding Inspection,Section 6]- the contractor's su erintendent,the Framingcontractor and the concrete yp P tel 949.752.1612 3.0 On site Verification of a p y Nondestructive Testing of Welded Joints,Section 6.8-Bolting Inspection, CO: 0.44 Na sibllit of the contractor and sub-contractors.Noted dimensions take re- , psf).If roofing material exceed,this load,the framing contractor should approved by the Building Official. 9 9 P contractor to Iota a those anchors in the exact location.Refer to details NO: 1 O y P notlf :Gouvis Engineering Consulting Grou In writing nor to construction. Station 6.9-Shear Stud Welding Inspection and Section 6.10 Special for proper installation. fax 949.752.5321 cadent over scale of drawings. 9 9 9 9 P 9 P 53.2 When welds from web doubler plates or continuity plates occur in the Inspection. 2.& To plates of all wood stud walls to consist of(2)2x's the same width as 'k-area'of rolled steel columns,the'k-area'ad acent to the welds shall be 6.4 Min.concrete width to be b"for receiving MPA's and HPAHD22's/STHD's. 10.3 DESIGN LOADS: 4.0 Engineer or architect of record is to be notified immediately by the con- P P j tractor should any question arise or any discrepancies be found pertainlog the studs U.N.O.Top plates shall lap a minimum of 45"and be spliced with Inspected after fabrication by using approved nondestructive methods 6.0 CONCRETE MA50NRY Verify locations of holdowns and anchor bolts with rough Framing to assure Palm Springs not less than b-Ibd nails spaced not more than 12"on center. prior and accurate Installation. Roof Load Floor load to the working drawings and/or tpeciFication5. P conforming to AWS-DLL b.i GENERAL Dead Load=19 psf Dead Load=15 psf tel 760.323.5090 2A All shear anel5 shall have continuous sheathing material From one end to Live Load=lb psf Live Load=40 psf 5.0 No dot the written from these requirements and structural details shall be made p 9 53.3 All NDT inspector shall be qualified as an ASNT Level II certified technician. All concrete mason materials and construction shall be In accordance 8.5 Provide#3 X rc dowel at 24"o.c.and 12"from the corner at all concrete 70ta1=35 f Total=55 tf without the written approval of Soul Engineering Consulting Grove. the other and Form plate to plate o specified he the drawings.Contractor y stoops arches. Ps P Approval by the inspector does not constitute authority to deviate from shall coordinate framing such that continuity of shear panels is assured. 5.3.4 A11 filler(weld)metal shall have minimum GVN of 20 ft-Ibs®-20'F and with Building Code,Chapter 21. P P HUAN NGUYEN,P.E. 40 ft-ibs 6'10°F. &b Provide min.(I)#4 reinforcing for electrical ground,location to be verified 10.4 LUMBER GRADES plans or specifications. 2.10 All ledgers shall be spliced with 5T22 lira unless noted otherwise. 62 MATERIALS 9 P p- with the electrical contractor, bx[ 8x osts/oeams/haaders:RI DFL 6.OThe design,ad° uac and safety of erection bracin sharing,temporary 53S The contractor shall Submit all Welding Procedure Specifications oiPSAk to p q 0. y. 9 9� 9� P 9 211 All shear transfer palling shall be per drawings,and contractor shall pro- ba u--ad contractor on 4.F.e !.For WPSs khat are not a aliFied Ail materials making up finished concrete masonry construction shall conform 4.beams and headers:#2 DFL pOFES3/p supports,etc.,Is the sole rasponell ity of the contractor,and has not been vide proper notification for inspections to review the same. prc}`c Pr 0. to standards required Bviidin Code Sec.2102. 6'1 'verity min.Foundation depor,width,reinfol steel and additional a' Nq P p p per AW5 DLI,the Supporting Procedure Qualification Record(PQR)shall q I � 9 2x oISIS/rafters:#2 DFL x, N NG considered by the architect or engineer.The contractor is responsible for P PP 9 expansive soft requirements with valid soils report and If more stringent, Studs:Stud rode �,,� pP Lys F2 the stabilityof the structure prior to the a licotion of oil shear walls,roof 212 Provide posts at lower floor under post or multiple studs above.Provide also be submitted with the WP5.The contractor shall also submit the 6.2.1 Mortar shall be type M or 5 as applicable and shall be proportioned per the shall supersede the above minimum re rement. 9 't Z c P PP P P P y P qO1 To latex:D.F.L.construction standard,standard or better. and floor diaphragms,and finish materials.The contractor shall provide the full width and depth compression block between floors at such locations, manufacturer's product data sheets for all.aiding material to be used.The Building Code,Table 21-A and In conformance with ASTM G2'10,mortar for p P v z data sheets shall describe the product,limitations of use,recommended unit mason 68 See Section 7.3.1 for concrete strength. Roof mud sills to be P.T.DFL W o ; necessary bracing to provide stability prior to the application to the afore- e 9 9 Roof truss top chord and bottom chord:#2 5PF mentioned materials.Observation visits to the site by the architect or 2.13 All joist hangers shall U.N.O.Simpson U hanger,all beam hangars shall ec welding parameters,and storage and exposure requirements,including # P 6 07 # structural en near shall not Im the ossum tlon of an es onsibilit in Simpson HU hangers .O on plan or detail.Follow manufacturer's rocom bokin and rebakin f a licoble. 6.2.2 Grout shall have ingredients proportioned per Building Code,Table No.21-B 8.9 Admixtures In concrete mix,containing calcium chlorides shall not be used 10.5 TYPICAL FLOOR 5HEATHINS, `ram 9� P 3 P y r P y mendations for installation. 9 9' PP and in conformance with A57M G416 grout for masonry and shall dttaln a 9f C/y1L P this regard. Welding Procedure Specifications(WPSs)shall be categorized by and minimum tom res5lon strap th at 28 dos of 2000 psi or the required 5.10 When re wired the soils engineer or Buildln De artment,footings shall F 0a The builder has requested,contracted with and Is compensating Gouvis 2.14 If a double sill late is used at li ht-Wei ht concrete floorin then the specify the fallowing Items: q p 9 p 9 9 9� compression of the concrete masonry unitspwhichever is greater. be examined and certified in writing by the project lail/geology engineer 23/32"APA rated Sturd-I-Floor T[G Exp I with min,a panel Index of 24" OF CALIPO En ineerin Consulting Grou for the limited services of providing the Framing contractor shall a sill late,ailing to both sill plates,at 16" -Steel specifications Ono grades to be welded, prior to inspection and iacament of concrete. 9 9 9 P Pr 9 9 apply P 9 P P P P minimum structural engineering drawings required,when combined with the other o.c.max,or as specified per schedule. -Thickness range of material to be joined, 6.2.3 Concrete masonry units for load bearing systems may be concrete brick Refer to NER 108 for Installation and conditions of use builders consultants drawings,to obtain a building permit For this project. -Type of joint, as specified by ASTM G55,5pecification5 for Concrete Building Brick. all Concrete shall be to the strength and slump as specified per structural B.N.:#b Quik Drive Wood Screws at b".- These drawings are not Intended to,nor do they,detail all conditions,Identify 2.15 Building Code Table 23-I1/-5 balloon framed walls(non-bearing) -Type of weld(groove,fillet,plug,slot), design and consist of Portland cement ASTM C-150 Type V per lolls EN.:#b Qulk Drive wood screws at 6"o.c. REVISIONS oil materials,or define or limit the scope of work required to complete the stud heights: -Size of weld,and Grade N concrete bricks are for use as architectural veneer and facing engineer's recommendations and Building Coda Table q-A-4 when concrete F.N.:#8 Quik Drive wood 5crews at 12"o.c. I project.The builder has requested,accepts,and represents that the he will 2x4'e a 16"o.c.maximum 14'-O"height -Position of welding. limits In exterior walls. is exposed to sulfate containing solutions and aggregates per A5TM G-33, NO. DATE DESCRIPTION 1 p q P P Use ring or screw shank nails and glue sheathing 11 framing using adhesives select all materials and manufactures, ualif and Select all subcontractors 2x6's a8 16"o.c.maximum 20'-O"height Based upon application,the WP5 shall specify,as a minimum,the following Grade 5 concrete Lxicks are for general use where moderate strength water to be clean and potable.q y 9 9 P meeting APA specification AFG-OI or ASTM D 498.Apply glue In accord- I0/12/04 CLIENT REV. and Installers,direct all ways and means of construction,and provide all No multiples '-2x4 s are allowed to span more than 14'-O"bearing walls items,as applioable for the welding process: and resistance to frost action and moisture penetration is required. once with manufacturer's recommendations. additional information,above and beyond these drawings,required to tom- exceeding 10'-O"most be designed case by case. -Power supply(constant current or constant voltage), 8.12 Placement shall be in one continuous operation unless otherwise SeOGiPiad 8 II/0I/04 CLIENT REV. fete the o act in conformance with all governing a envies and the work 2.16 Use 4X4 header for openings loss than 16"at beorin alls without point -Astain electrode,flux,and shielding os clos ifications, 63 STRENGTH and slab surface sholl be cured with Hunts compound or equal or other #8 Quik Driva Wood Screws min.2"Ion P Prj 9 9 99w P 9 99 a 9 will meet or exceed accepted industry standards. loads,or at openings lass than 4'-O"at non-bearing walls. -Electrode diameter, 63.1 The specified tom eSSive strength of mason f'm,shall be I500 psi, methods in ccordance with good construction practices at GantraLLar'S (IGBO ER-5053,Dated December I,2000) ® 12/18/04 BLDG DEPT. Use 2.framinga medicine cabinet and garage vent.N.N.0) -Voltage(except for shielded metal arc.aiding), P Pr 9 y P option. T.O speclal Inspection per Building Code Sec.I'IOI is required[ applies to 9 9 -Current(amperage)or wire feed speed, unless noted otherwise.If higher f'm is noted,it shall be verified by prism the following type work: (note:Special inepedon qualification and -Electrical stick-out or contact tube-to-work distance(wire fed), tests as required in Building Code,,action 2105. 5.13 Contractor sholl dampen slab underigyment of sand/membrane just prior to 10.6 TYPICAL ROOF SHEATHING 3.0 SHOP DRAWINGS concrete placement to assist uniform concrete curing. I5/32"All rated sheathin Ex I with a min. anal index of 24/0.refer to !, raspansibilitieS should comply with Building Code Section ITOI Requirements.) -Travel speed, 6.4 SPECIAL INSPECTION 9 P P 3.I sufficient copies of.Hop drawin s for an member or product designed -Minimum preheat and interpPes temperatures, NER 105 for Installation and conditions of use. T.I All structural welding,including welding of reinforcing steel and welding of P P 9 y P 9 to -Maximum reheat and interpose temperatures(If applicable), 8.13.1 Slabs must not be poured during should immediately after rainstorms.The entity other than Gouvis Engineering Consulting Group shall be submitted to P P P PP For concrete Tel construction which is noted as requiring special ins- specified sand over vitqueen should not be saturated at the time of the B.N.:Bd common nail at 6"o.c. steel decking. Gouvis En ineerin Gonsultin Grou prior to Fabrication for review.Which -Number and placement of passes, ection er drawings,such Ins ection shall be carried out In accordance g g g p p P P 9 P concrete pour.Any free water trapped in the sand layer most be removed E.N.:e,d common hall at b"o.c 1.2 Installation and tightening operations for all high-strength friction bolting. will be reviewed 8 returned in 3 to 5 working days. -ShielTachding (string.,at weave bead), with ir. s g Code Sactlon IalsoI Concrete masonry construction which or to the concrete our. -Shielding gas flow rate, require special Inspection also Is required to have masonry prism testing prior P F.N.:Bd common nail at 12"o.c. I 1.5 Installation and tightening operations for all high-strength anchor bolts. 3.2 Review of shop drawing by Gouvis Enggineering Consulting Group does not -For groove welds,the joint configuration and tolarancee,and other prior to and during construction as described In Bulldin Coda,Section 2105. 6.13.2Re ulrements Par pro-saturation oIF subgqrode soils and daylight setback of relieve the engineer responsible for bhe design or the contractor From pertinent information spedFlc to the weld to be made. P 9 9 exterior footings from any descending slope shall comply with soil report 'Note:All structural rated panels must be stamped by one of the following T.4 During the taking of test specimens and placing of all reinforced concrete. compliance with Building Gode. Tolerances,or the acceptable range of values,applicable to the various recommendations. approved agencies,APA,PFS/TEGO or Pittsburg, Exception:concrete foundation with structural design strength not greater welding parametere shall oleo be noted in the APE. '1.0 REINFORCED CONCRETE RESTRICTIVE NOTICE than Ill psi. 5.3 (Sal Engineering Consulting Group review of the shop drawing consists of 5.14 The bottoms of Footing oxcovotion5 sholl be level,clean and Free of loose THESE DESIGNS,DRu-INGS AND II masonry Indicated on the drawin s as having chocking general conformance with structural drawings.Design accuracy 5.3.6 Complete joint penetration groove welds between the beam flange and 1.1 GENERAL material or water when concrete Is placed.over excavation shall be filled REQUIRED 5f EGIAL INSPECTION: SFEOFICATIONS ARE THE EXCLUSIVE T.5 During the placement of a aso y g g of such product,dimensions and quantity Of the product Is not reviewed by column flange shall be made per the AW5 7I.1 Table 31.All Shielded with concrete or properly compacted fill that has bean tested and PROPERTY OF GOUVIS ENGINEERING "sp.cfal inspection. Gouvis Engineering Consulting Grou Metal-Are Weldin (5MAK electrodes shall be of the low hydrogen All reinforced concrete materials and construction shall conform to P P y P In addition to the regular Inspection,the following Items will also require CONTULTMG GFaUP,ANDALL 9 9 9 P' 9Bulldin Code,chapter 19. approved by the soils engineer.Back fill shall not be placed untfi supporting special inspection in accordance with Sec.ITOI of the Bulldin Cade. INFORMATION SHOWNS 1.6 Duringdriving and testing of Iles and construction of cast-in- lace drilled type and shall be Subject to the requirements of AW5 DLI Section 5.3.2 9 P foundations,walls and slab have attalned sufficient strength to support P9 CONIRD NFO TIOALH NIENR 9 9 P P 3.4 Wood truss manufacturer shall euppig to the engineer and Ehe building de- For SMAW and flux cored arc welding(FGAW),the maximum permitted 9 PP Iles or a01950ne. 9 P '1.2 MATE:RIAL5 lateral Soil pressure. AND NO PART OF THESE DRAWINGS p partment calculations and shop drawings for approval of design loads, electrode diameter shall be par the above table 3.T. P Solis compliance prior to the foundation inspection,pre-stress foundation, V,N BE COPIED.TRANSFEAEO,OR T7 See foundation notes for other requirements. conFigurgtion(2 or 3 point bearing),and shear transfer,prior c fabrication. P T2.1 Cement shall conform to Section 1903.2 of Building Code and shall a.15 Concrete placement shell be monolithic in one continuous operation uniformly high strength steel and concrete. REPRODUCED,NOR CAN ANY It shall be the responsibility of the manufacturer to obtain building depart- 5.3.1 For the welding of the bottom flange to the column flange,follow steps a correspond to that on which the selection of concrete proportions.are STRucro-sE WILT FROM THEM e OStructural analysis for this project is done per applicable Building Code ment approval of calculations and shop drawings prior to fabrication. through g below: based P P P placed and must be vibrated and well consolidated unless shown otherwise WRHOUTWRITTEN CONSENTOF at the time of design considering standard of care. on plans.Gold joints are not allowed(u.n.oJ, ,�"'� �j( earvrs ENGINEERING coNwrnNG 0.0 Upon completion of above by the engineer[ prior to start of construction, 5.5 Trusses shall be designed in accordance with the latest local Building Code a. The root pass should not exceed a 1/4"in layer thickness. 7.2.2 Concrete aggregates shall conform to Building Coil Section Ig03.3 ,\�l' � fT GROUP for all loads imposed,including lateral loads and mechanical a ul loads. b. The first half length root should be mada with one of the Followin tech- 6.16 Floor slab shall b.poured level to�"In 10'. FkS � Jll- E E T III O\I D E COPCONSLIGOWIS ENGINEERING contractor is responsible to check all dimensions,coordinate with the work P 9 q P' 9 9 T23 Reinforcing steel shall conform to ASTM A615.Grade 40 for sizes#3 and JIL 11 !!!`" ��iuuu���L�� ss�ltt CONSl1LTNG GRWP20D1 of architectural,mechanical[ other trades to ensure compliance with 3.6 All connections Involving trusses shall be LC.B.O.approved and of adequate piques,at the option of the contractor. #4 and grade 60 for sizes#5 and larger. &.17 Requirements For pre-saturation of sub grade soil and daylight Setback of Al RIGHTS RESERVED his/her requirement,. strength to resist stresses due to the loadings involved and shall be step I. footing from any descending slope shall comply with current sails report, designed and specified by the truss manufacturer. The root pass may be Initiated near the center of the joint.If this approach 7.2.4 D...is shall be equal to tIZO and spacing. STRUCTURAL WOOD is used,the welder should extend the electrode through the.aid access ti Finish grade around the perimeter of slob shall be constructed such that SN-1 - Ganerol Notes 4 RecLabomente. 3.7 Dead load and live load deflections shall be limited to min.L/240, hole,approximately I"b.yand the opposite side of the girder web.This Is -1.2.5 Refer to Table 19-A-2 of Bvllding Coda for special exposure condition rain and Irrlgatlon water is drained away from the slab. as re ured soils engineer d sea corrosion engineer r®comendotions SN-2 - Structural Details d Notes. LO MINIMUM QUALITY live load deflection min.L/360. to allow adequate access for Dearing and inspection of the initiation q' d', 9 9' 1.1 All structural wood shall be of Douglas Fir Larch species,(Iq%maximum point of the weld before the second holf-length of the root pass Is applied. for concrete exposed to corrosion. a.19 All site and pad preparation,such as but not limited to shading compacting 50-1 - Structural Foudatlon Details 9 P 3.8 Grass bridging andqui bracing shall be provided and detailed by truss It is not desirable to initiate the arc in the exact center of the girder of the fill,pre-saturation,and concrete Slab base preparation,shall be Q3 moisture content at the time of construction U.N.0). manufacturer as required to adequately brace all trusses. T.3 STRENGTH performed in accordance with the soil en nearb recommendation and soil 90-2 - Structural Details[Notes. width since this will limit access to the start of the weld during post-weld P 9' 1.2 All machine bolts shall conform to ASTM A309.Holes for bolts should be 3A Truss manufacturer to provide details which allow for normal deflection operations.After the arc Is initiated,travel should progress toward the 1.3.1 Goncrate shall be proportioned to provide a minimum compressive strength, report, drilled i/lb"larger than bolt did.See Framing notes For rode of num'oole. D-3 - Structural Details. g g g without imposing lateral loads on their supports(i.e.,OG 9aU,Of9 trusses). end of the joint(outboard beam flange edge),and the weld should ba f'c,equal to 2500 psi(28 days),unless noted otherwise.Refer to post 6,20 Foundation drawin 5 prepared Gouvis Engineering Consulting Grou terminated on a weld tab/run off tab.Tabs shall extend the joint,no end tension drawings for higher strength concrete if required.Use type V cement 9 P P 9 9 9 P SD-4 - Structural Details. 1.3 Round.others shalt be used on all bolts and should conform with AN51/ASTM 3.10 Truss manufacturer i,responsible for: dame. for concrete in contact with soil containing sulfate.(min.f'c=4500 psi,28 days). reflect the structural depressions,51OR 51"Ol refer IO architectural plans for �5e min. 3/b" X 5/64"thick washer bol /2"a bolt, 3/4"a Apoo tans f thedimes dimensions a find 9 t of th, building and porches be re net Shawn. 5-1.1 - FoundOtlon Plan A,1B 4 IC B 18.22.1 a.providing additional shear and dro trusses a,,haven on x9/64 thick for 5/8"d 2 1/2"o x 11/64"for I"o bolt. P 9 9 step 2. T.3.2 Special inspection is required for concrete with f'c>2500 p51. Accuracy of the dthencont and final fit of the building Shall be reviewed by the framing plans. The weld may be initiated on the weld run-off tab,with travel progressing the architect and the contractor prior to construction. 5-1.2 - Framing Plan IA 1.4 Square washers shall be mild steel.Use min.2"sq.x 3/16"thick washer, b.reviewing framing plans and structural details prior to fabrication toward the center of the girder flange width.When this approach is used, 1.4 All reinforcing,dowels,holdowns,and other Inserts shall be secured in P Q the welder should stop weld approximately I"before the beam web.It Is position and approved the local building official prior to the pouring of 5-1.5 - Partial Framing Plan IB for 5/8'0 bolts,3 1/2"sq.x 5/6"thick wo5her5 for I"a bolts. of trusses and specifying hangers. p w pp y p pp by 9 P P 9 8.21 Waiting period for concrete slabs-on-grade prior to start of construction Z c.meet the profile as indicated in the drawings. not advisable to leave the weld crater directly in the center of the beam any concrete. as follow: 5-1.4 - Partial Framing Plan IG 1.5 All nails shall be sinker nails,unless otherwise noted. flange width since this will hinder post-weld operations. a Z d.design trusses for deflection compatibility of the trust system to T5 Min.concrete cover for reinforcing: )Walk on slab 24 hours aft.,concrete has been poured. 5-2.1 - Foundation Plan 2A,2B d 2G tL 1.6 Adhesive used to attach Floor sheathing to framing elements shall conform avoid hump and/or sag in roof or ceiling. c. The half length root pass should be thoroughly stagged and cleaned. a-Concrete,placed against earth not formed -3" b)Begin..It framing 4-5 days after concrete poured. floe Filth APA specification AFG-OI, d. The end of the half length root pass that Is near the center of the beam b-GOncrete Formed or troweled -2" c)Begin roof/floor framing 7-10 days after concrete poured. 5-2.IA - Fartiol Foundation Plan 2 w/options t0 3.12 All trusses designed by truss manufacturer sholl be designed to sustain all flange should be visually inspected to ensure fusion,soundness,freedom c-Walls and curbs -1 1/2" d)Do not load roof prior to 14 days after concrete poured. 1.1 Manufactured hardware specified on the drawings are to be 5lmpson Strong vertical,lateral and other pertinent loads,including brdcin of to and P 9 P 5-2.2 - Framing Plan 2A t" V V Tic(Unless S ecif icall authorized in writing Gouvis Engineering Consulting P 9 9 P from slag inclusions and excessive porosity.The resulting bead profile d-Slab on grade -at center 9 FN�/ W P 9 g 9i 9 g bottom chords,In addition to any connections related to trusses. Contra- should be suitable for obtaining fusion by the subsequent pass to be initiated 4(d)oR 6.22 No pipes or conduits shall extend under isolated column footing or under 5-2.3 - Partial Framing Plan 2B W 1- Ill Group).Follow all manvFacturer's requirements 8 recommendations for ctor to coordinate with truss manufacturer. on the Opposite side of the girder web.If the profile Is not conductive to 2 1/2"MIN. continuous wall footing5 unless specifically detailed or approved by the -:� Q installation 8 handling OF the product. good fusion,the start of the first root a55 should ba round, ov ed, "'l- 'R ' 8(d architect and structural en eer and the buildin official. 5-2.4 - Partial Framing Flom 20 D 3.15 All truss lumber shall be Douglas Fir Larch(u.n.o), 9 P 9 9 9 - i gin g (X 0 in 1b Do not bend the Simpson PA straps. chipped or otherwise prepared to ensure adequate fusion. - I(d) 5-2.5 - Partial Framing Plan 2 w/options v y of 3.16 Each truss shall be legibly branded,marked or otherwise hove permanently e. The second half of the weld joint should have the root pass applied before �u 623 The contractor shall arrange for observation of the work by the Solis w Q j L9 Fasteners specified on the drawln s may be colored using manufacturer's affixed thereto the following information located within two feet of the any other weld passes are performed.The arc should be initiated at the engineer,following are requirements of the soils engineer. 5-3.1 - Foundation Plgn 3A,3B 8 3G _ P 9 y 9 center of soon on the face of the bottom chord: end of the half length root pass that Is near the center of the beam flange, q0°BEND 180°BEND a)All footing excavations shall be inspected and certified in compliance with Z ff brands that utilize uIr Trackers color coded tiorgfsystem. Follow all a. identity of the company nno"facturin the truss, and travel should progress to the outboard end of the joint,terminating the lolls report the soil en eer prior to placing of concrete or steel. 5-3.2 - Framing Plan 3A � manufacturer's requirements and recommendations for Installation[ handling y P 9 9 P 9 J 9 R=3(d)FOR#3 THRU#89^ P P 9 I,. The design load. on the weld tab. BEND R=4((d)FOR#9 THRU#II in 5otl conditions,Including compacting and moisture content,shall be 5-3.3 - Partial Framing Pion 3B <to in V of the products. c. The spacing of the trusses. f. Each weld layer should be completed on both sides of the joint before a R=5(d)FOR Fl THRU#18 Inspected and caRified in compliance with the soil report b!the soils Q W OC new toyer is deposited, engineer prior to placing of concrete or steel. 5-3.4 - Partial Framing Plan 3G -A 4.0 CEILING J015T5 48(d)-IN CONCRETE c)A certificate of cam ante shall be submitted to the buildin official ar pj U_ Z Z CALOR(,HART FOR STRIXTAX NAL5 S. Weld run-off tabs should be removed and ground flush to the boom flange. P' 9 Pr' S-3.5 - Partial Framing Plan 3 w/options Z II - 48(d)MASONRY(U.N.O.) to his foundation Inspection and to the architect and 5tructurdl engineer. " Q J ;=O.I I-L=2 1 2 Deviation from the preceding procedures may be made,provided the I P 9 5-4.1 - Foundation Plan 4A,45 d 4C, ~ W 4i Use this span table for ceiling joists given the following conditions,unless contractor submits In writing an alternate sequence that is a roved b O - Z ill W Sd Cooler 23/8 X.113 YELLOW 9 q PP y =INCREASE LENGTH BY 30% 6.24 Prior to the contractor requesting a Building Department foundation W ;it IO N noted otherwise on plan, the En Ineer and Building Official prior to fabrication. 5-4.2 - Roof 4 Floor Framin Plan 4A- apish WI/O t. W.O.I - = a. dead load=6.0 psf 9 9 P FOR TOP BAR5(HORIZONTAL inspection,the soil engineer shall advise the building official in writing that: 9 SP P Z J � Y 8d Campion 21/2 X.131 %UE b. live load= 10.0 psf 54 OUAL17Y CONTROL BARS 50 PLACED THAT MORE a The buildin pod was prepared in accordance with the soil report. 5-4.5 - Partial Roof[ Floor Framing Plan 45-I1alian Ibd COMMON C. total deflection=L/240 WIRE TIE END THAN 12 INCHES OF FRESH 9 P P F P -A U Q Q Q = .Ib - 5-4.4 - Partial Roof[ Floor Framing Plan 4C-Croftaman X d/ Ill O-J Ibd Shur! 31/4 X.131 BLPLK d. with telling drywall 5.4.1 Quality control includes those functions to be performed by the contractor to r„ LAP SPLICE CONCRETE IS CAST IN THE b. The utility trenches have been property backfllled and compacted 9 �l LL = e. use#2 Douglas Fir Larch ensure that the material and workmanship of structural steel construction MEMBE�2 BELOW, EXCLUDE f-d Z o=O.II -L=2 I/ Hi WALLS) c. The foundation excavations,the soils expansive characteristics and O U LU IOd Common 2I/6-3XI46 Ftl 51ZE SPAC NIS MAX.SPAN meet the project specifications,oppllool le standards(Building Coda, Q'y ���' bearing capacity conform to the soils report. w 0-O 2.4 12 10-6" AW5 DI.I,FEMA 550,353),and the Quality Assurance Plan. 'y it)- !'�� -L= 12dd 3 1/4 X.146 GREEN 16:: q_� ?� p 6�I��;��p p�J'/ Z =w 11� 5.4.2 The contractor shall submit the contractor',written Quality Control Plan, ? ° �/Y?- q.0 M150ELLANEOUS SINK R 24" 8-4" Including any required modifications to satisfy the requirements for the _�z �'� T/ 0 IM Q 0O 16d Common 3 I/2 X.162 2x6 12" 16-7" ro ect,and the Ouolit Assurance Plan.The contractor's OGP should,as a Q w x �I'll 15-1" P j l I- f 0.1 Grout under base plates shall be non-shrinking type and shall have ,����, „J C:Ir, rvJ _ � minimum,include the following: w 0 GRo55TIE compressive Strength equal to concrete or masonry supporting R. 24" 13-2" -Designation and qualifications of project QG personnel 0 T 2.o FRAMING 2xb 12" 21'-II" -Designation and ualifications of personnel responsible for supervision of R• r , 9.2 All grade beams shall be poured monolithically for their entire length. By U,;T Ib" I`1-11" the work, TIE OR HOOK >? 9.5 All reinForcin to be accurate) and secure) located Prior to pouring a Hoe PROJECT NUMBER: 60"140 2.I All framing,bracing,not ling,notching,drilling or boring shall be in accordance 24" I'1-4" -Contractor's written QC and procedures manual, SEA y Y 9 9 9 P P 9 a : er a i s with BuildingCode. not more stringent requirements are spec ified or P �� D=4(d)FOR#S THRU#5 concrete or grouting masonry. 7,ga t s J,n ISSUED DATE O6/08/04 g q -Contractor's written weid repair prooedvros,and ,� O'E g pe penning IL= D=6(d)FOR#6 THRU 3, .Iap�o✓._I by all ape cau;c C:y a_,en,,�,as. required by the local Jurisdiction. -Contractor's Nondestructive Test(NDT)procedures and NDT personnel N 41.4 All horizontal reinforcement to have matchingdowels at corners of walls. PLOT DATE 12/20/04 5.O STRUCTURAL STEEL 'Lto All vertical reinforcement to have matchin owels to footin unless [raining records.2.2 Fabrication and handling of Glue-lam beams shall be par AN51/AITG A 190.1 % 9 9 The issuance or g:anrmg of a permit based on DRAwNBY: K.P.standard beams to bear legible APA-ENS or AITG grade stand.An APA- 5.1 GENERAL N p NOTE: otherwise noted. approval of:hose p,a.-,s s not oe construed io Ew5GRAN AITG Certificate of conformance for glued-laminated members All structural steel materials and construction shall conform to the re Imre- PUT GR055TIE W/EACH -1.5 SHEET ROCK ON FRAMING permit or aD p rove any v. '-Iion o�the applicable REVISION BY: should be submitted to the field Inspector prior to Installation.And should q p STIRRUP ALT.135°BENDS codes or ordinance. Ito permit presumed to g,ve have minimum 2400 psi flexural stress,DF/DF-V4 with standard camber menu specified in Building Gode,Chapter 22 4 Reference. O Stacked sheet rock loading shall be limited to the following quantities in any out ority to violate or cancel ins provisions of such ALL BENDS SHALL BE MADE one room: cdes shall be valid. SHEET NO.: (U.N.O.)All beams shall bO fabricated using waterproof glue. 52 MATERIALS 5TIRRUP GOLD 5/8": 16 Individual 4xi0 sheets(8 pairs of sheets) P TIE AND STIRRUP 1/2":20 individual 4x10 sheets(10 airs of sheets) w r_ 52.1 All steel shall be primed with a rust resistance primer d should conform to D5124 The shorin of the 2nd floor is re ed if the number of sheet rock '`V, ASTM A3b as a minimum,unless otherwise noted.All W shapes to be ASTM cl A992. T'l RE I NFORG I NG DETA I L5 cxa°ed5°�°quantities listed above. ROOF O 3 1. GHIMNEY 5TAGK ON ROOF. PER - - TRUSS _ PER PLAN. 2. PROVIDE SOLID VERTICAL - 12"MAX. BLOCKS UNDER CORNERS ROOF SHEATHING - 2X FLOATER k �' 1 3 5„� I 3 I. ROOF 5HEATHIN6 - --- OF GHIMNEY BETWEEN TRU55 •. c 2. 3/B"MAX.NAIL EXPOSURE® /� CHORDS TO RECEIVE STRAPS 'HOLE5 IN SHEAR E.N. ° 12'MAX Z/ ®CONDITION W/ROOF TRUSSES BILKS, 2 3'O.G.ON NON-BEVELED I/8" AP + ilI l �\EN L PLYVdD.SPLIGEEW/ •� t ER IS REQ'D. GAP. DIRECTLY UNDER STACK. �` L5 GREA R THAN INGREA5E NAILING TO bd'S® 2 2X SHAPED BLK6 (SEE 13/5N-2 �+ N T�/�y/7T■1 � 3. SIMP50N 0516 STRAP W/Ib" 4 I/2"x4 I/2".NO MORE MEMBER. a. :; 0 SHEAR TRUS5d5 A S'O.G. ' �p G MIN.LAP ON CORNER STUDS m �� THAN 4 1/2"x4 I/2"IS B6i d CONTINUOUS JUST ABOVE THAN ONE HOLE LARGER I k 4 4. 2X BLK'O.,LEDOER,R/R.OR 4 4 A55 CLIP A BOTTOM TRUSS. I NOTE:A550 24"O.G.,CAN BE .° TRUSS TOP CHORD UNDER USED U5 CONNECT BLK6. TYPICAL BOUNDARY F PO T ALLOWED IN EA. IN 4400 Campus Drive ROOF 5HEATHIN6 WHEN NOT 4. SIMPSON LTP4 EA.SIDE TO TO TRU55 IN LIEU OF AILING. MIN.3/8"TO EDGE OF POST HORIZONTAL LINE. P BEVELED ON TOP A5 REQ'D BOTTOM CHORD OF TRU55. STUD d 3/8"TO EDGE OFNewport I 5. SLOT GUT ROOF SHEATHING 2X PRE55URF BLK6.I-V Ibd S :1 it PLYYWOOD STAGGER HOLES IF SUCH Beach D0087 SLOT STRAPS. TO GIRDER TRU55 d(3)16d 5 CONDITION OCCURS.MAX CA 92660 END NAIL TO EACH TRU55. 1 OF(2)4 1/2"x4 IN GUTS SWEAR TR/`NSFER 1f] L J\ 'F 0. b.G516 EA.CORNER W/MIN.16" STUD IPTH ARE ALLOWED IN T 4 R r'i �l \7 � LAP ON CORNER STUD AND I, WIDE PANEL.NO G1T5 OR FILLER BLOCK BELOW A HOLES IN SHEATHING Newport Beach \ CONDITION WHERE TRUSSES WITHIN Ib OF CORNERS. ARE OFFSET FROM STACK DO NOT OVER GUT. tel 949.752.1612 GORNERs. fax 949.752.5321 5IM1. ADD SHEAR PANEL BLK 5 W/ i/ OR LT N A3 4 L550's I. 2XI2 STRINGERS A Ib"O.G. 1 K� 112'5HT6 d IOd's A 4 D.G. 5N� CRIPPLE OR LTA 4N FOR MAX.SPAN OF H'-0.d IWAI-L f / l ALL AROUND. O G.U.N.O.N.O PLANS. 2 FOR FOR MAX.SPAN OF Palm Springs 2X14b, (2)A35s EA.SIDE OF PANEL SOLE PLATE AILING ` 'SOLE PLATE NAILING ` A 8"O.G.A NON-SHEAR te1760.323.5090 10'_O"° III ELKS TO TRU55.(PROVIDE P R SHEAR WALL WALL d PER TABLE BLK'6®WEB IF NECESSARY). �1 E ;1 2. PLYWOOD TREADS d RI5ER5 LK'6.(2X,1-JOIST) SGHEDUL SHEAR WALL. 1 11 1 (MIN.3/4"). 8 1 q q 9° ADD VERT.4x FILLER BLOCK HUAN NGUYEN,P.E. 1 ° MIN.12"LONG®MAX.46"O.G. RIM JOIST PER PLAN. W/E.N.TO RECEIVE STRAPS. 3. 2X4 THRUST PLAT ANCHOREDWITH FLOOR E.N.SECURE W/(2) TOP PLATE. W/SHOT PINS. 24'O.C.W/2" NOTE: 16d'S FJS. II 2 2 PIA.WASHERS (SEE SECTION -FULLY AIL 0516'S W/IOd's SINKER NAILS. X \ SN7 SN2 5N2 TYP.LTP4 EACH 17 O NO OF SN-I SHEET-GENERAL j (] SIDE egOFESS/ON T 6 5 1 1 '7 NOTES d REQUIREMENTS). INTERIOR CHIMNEY TIE DOWN 9 SECURE STRINGER E 2X4 PROVIDE SOLID BLOGKIN6 OR J y PLATE W/(3)ILd TOE NAILS. ;..�. i r HEADER PER PLAN, 0 P L ZFc D0300 ONT.RIM J015T AT ALL SI NOT N05T62 6 BEARING POINTS. t 3 2 4. PER ARGHITEGNRAL d + SIMPSON 5T6236. W I. NOTCH DEPTH d BORED HOLE , STAGGERED AILING 1 SEE TABLE BELOW. LID RIM JOIST PER PLAN •� ON ADJOIN PANEL ♦ P 6 U7 5. PLYWOOD SUBFLOOR IL C O} 2 STUD C EDGES A 3X POST. •FT T b. APPROVED METAL HANGERS a' Z MIN.2X4 STUDS A Ib O.G.AT NOTE. •9lE° C/V1� P 5 4 12 1. DBL JOIST OR HEADER '0 1 3. SILL PLATE INTERIOR BEARING AND SHEAR IN.3X POST AT %// /2" WHEN PLYWD 5HT'6. Op CAUFO Y �.Z WALLS. MAX.HEIGHT=10). ICI "VERT.SPLICES NHERE 5/8"� `3/B"! IS NAILED TO TRIMMER, .. 4 HOLE EDGE DISTANCE 5/b"MIN. '.Q ATTACH TO KING STUD IMP TH I TR HANGER 2 T R .N:15 b. S A2 3 USS �AGGE ED E 4 1 O MIN.2X4 NON- E RIN O.G.AT 2X TRIMMER E KING REQUIRED. ' W/MATCH SPARED TO ;, i I MATCH SHEAR WALL EN.P. CONT.2X PLAT W/Ibd'S® ,� 3 (} d MIN. -- ---- INTERIOR NON-BEARING ANDREVISIONS 1' b"O.G. I� / - 10 NON-SHEAR HALLO(MAX. ST1D ATTACHED W/Ibds II THAN TWO CONSECUTIVE snz HEIGHT=14). TRIM ER THAN b-O"15 1 ,• /it III 2„�' SHEAR WALL NAILING b I NOT. A b"O.G.USE DBL it &RF 2 4 10.DBL JOIST OR BLOCKING - �' NO. DATE DESCRIPTION BORED HOLES NOT PERMITTED ! FLUSH AITH SHEAR f1. b MIN A NOTCH NO OVERGUT. DOUBLE STUDS PANEL. IN MORE MIN.2X4 STUDS A IL"O.C°(MAX. v' + 1/b -TRIMMER OR 3 12.2X6 LEDGER V$/(4)Ibd 5 PER ALL EXTERIOR WALLS. X. 1 POST PER STUD A WALL CONDITION. BORED HOLES HEIGHT=107. H TO K.57UP STUD SIZE EXT d BRN'6.NON-BRN'G. WV Ibd's A 6"O.G.AT NO OVER GUT OR OVER NOTCH. OTG DEPTH WALLS WALLS REFER TO PLANS FOR OTHER 2X FLOATERS j SHEAR WALL5 AND A Ib" WHERE OCCURS /2„ STUD SIZE EXT.8 BRN'G.NON-BRN'G. 2x I 1 Ib 2 1/8" CONDITIONS O.G.AT NON SHEAR WALLS WALL5 WALLS xb 2 3 5/I6" STUD WALL }}��ETAI 5 14 �, UD SILL -V ANCHOR BOLTS STAIR J� L D0002N 2x4 1/8 VIE" 2x4 2 I/ " 2 I/8 SEE FO UNDATION PLAN FOR TRIMMER d KING STUD 5 Ib" PER PLAN. 2 3/16 2-2xb 3 5/Ib" 3 / ; xb I b' SIZE d SPACING. . i 2X FLOATER. IGBO APPROVED"SHOT PINS A I� t f. AWHOR H J0007N SEE FOUNDATION PLAN NOTES DOUBLE SILL IF 1�:� / j PER PLAN ON OUTSIDE o MAX. o 0 3. I/2"DIA.X 2 I/2"LONG LA6 p� �,{ a < �,1 1' INHERE OCCURS % \\\ 3/811 FAGS OF SHEAR PANEL 5 I. DAL 5TER PER 2. GUARDRAIL W/3/S''N1LAG 5TUU NOTC I NG/BORING LIMITS 10 L OR OR ROPENING=B'-O" f SG RE W5. J U.N O. 5 D o O O 1 5&RFN.N1 WA5HER THROUGH Q ( °i% P T D F.SILL PLATE RESTRICTIVE NOTICE 51MP.HDC WHEN 4. 2X STUD I- NOTCH IN PLATE ° 1°/ E H R SID THESE DESIGNS,oaAvnNGq AND 5. 3/8"DIA.RAIL SCREW IW 3"MAX. APPROVED WASHER BY MANUF. 2-1 3/4"MAX.IF BORED HOLE OPENING A IT E E FLOOR SYSTEM EXCEED 3/4"IN 2x4 TOP D0013 iI EXCEEDS 5'-O" sPEOPERTITIO S ARE GO-IS USNE PROPERTY OF GONSULTING GRO ENGINEERING H2.5 OR 5CAB JOIST TO PLATE OR 2 5/4"IN 2xb CO INFORMATION SHOWN ISP,AND /� STUD W/(3)Ibd's. /2 DEPTH TOP PLATE STRAP E/S OF 7�Qy ELEVATION {•a� \/ CON FIDENTIALTOALLRECIPIENTS 18 4 2X8 BLKG.W/(4)ILd'S TO I GAL FI�AMI N6 IraLE T ATI ON 00014 1 AND NO PART OFTHESEDRAWINGS V 6 TYP -0o-- EACH STUD, T PLATE W/ITEM k3 BELOW TYP. FRAMING GR0�5 SECTION I. TYPICAL 2X STUDS AT I6" -�---"� CAN BE conEo.rRANSFEaED,OR Q 8 5 P PLATEROM 5TUr.)5TAG6.ATb"TILL OG. 3 TYPICAL.A EACH PLASIMPSON RP METAL TER UT 1° 2X STUDS 5. MIN.2X6 SOLID BLK'6.'W/(2) REPRODUCED,NOR CAN ANY .,,% 2. SILL PLATE Ibd NAILS EA.SIDE UNDER 1 O.G.U.N.O.W/(2)16d END - - - - STRUCTURES BE BUILT FROM THEM 10.MSTA21 CENTERED A SHT'6. 4 5D)26ds A EACH SIDE. PERPENDICULAR WALLS NAILS OR(4)bd TOE NAILS ( O O --. ° ,�,wP WITHOUTWRITTEN CONSENTOF i 4 A' NAIL ALL HOLES DFP 3 U.N.O.ON PLANS PER DETAIL 3° S.P.N.PER 'PE: AND A Ib"O.G.UNDER EACH END TO TOP d SILL GONG ENGINEERING CONSULTING m' ALT GONNE6TION \ I1. 5HIM AS REQUIRED 4. 2X JOI5T5 OR T' w PARALLEL WALLS. 5 PLATES. '--_ -'T GROUP 4-PIPE WHERE OCCURS b. 2X4 A 24"O.G.W/(U LTP4 2 2. CORNER STUDS OR POST PER EDGE NAILtN6 TO FALL ON COPYRIGM GOUVIS ENGINEERING TO EACH FLOOR MEMBER SOLID PORTION(MAX b"O.CJ CONSULTING GROUP Lq1 NOTE: ALL RIGHTS RESERVED I 5-TOP PLATES/51LL PLATES PLAN. y -FOR PARALLEL CONDITION, _ -- b-ANCHOR BOLTS PER PLANS -0 2 5 3 AL IN V2 THE OF THE `, 3. PPLOYSWOODND OF SHEAR SHEAR PANEL ____ __________" �� 16"O.G.FOR VENT 3����� A SINGLE JOIST IS ALIGNED INS OF 6-0'(3- 5's 10 -T- _ UNDER A WALL WHICH SPANS v 4 PER ADJACENT BLK's AND -- I 5 , MIN PT MAXGHA AY FROM :22 1/2 ¢ F=20 PLF * OF AL GTHESPANS OVOER 2 THE LENGTH H ^, 5. NAILTO&C ERN R I6 MULA Ib TO.G. xr-... -_r t3 1/2'� ADJACENT FOR VENT SPAGIN M=20(8)(38)/12=506 Ib-In •° NOTE: -I' iii `/ OF 4-O (2-A35s PER 1 1 NOTCH OR END OF PLATE P-506/L5=336k -IF NOTCH OR HOLE EXCEEDS 4 W 5" 4 I/4"' BLK s). MAX.HEIGHT 36' �' U5 JOI5T BLK'O.MAY BE USED 3 d 424C�O GE A®ON-SHEAR SHEAR LLS * x �- MAX. i SKIP A35's A VENT BLK'6. HEN -JOIST SYSTEM IS USED. E FILLER AS REQUIRED 3/8 DIA BOLTS CAPACITY 50%OF TOP PLATE WIDTH, ALT 51MP. -FOR PARTITION LENGTH LESS 514 5/4 IN NETHnRA N. 15E MIN/2" STRAP BOTH SIDES OF PLATES. PERPENDICULAR 'Z CLIP. THAN b-0"NO BLK'6. 4 �' b. EDGE NAILING "-' ALT.CONDITIONPEN 7 RAT STAGGER STRAPS A EA.SIDE. CONDITION ,-- I5 REQUIRED. ' OFFSET JOIST(5)A PLUMBING / _ 1. 16d9 A 4 O.G.STAGGERED WAN®RAIL/GUAR® RAIL D002,N 15 PIPING TWRU PLATE FRAM16 N 11 NOTE: BREAK. TYPICAL VENT BLOCK D0014 1A Q WALL d USE LADDER 51-," A 24"O.G. 8° 2x STUD A SHEAR LIM RIM OR ly LL I/8"GAP 2. ROOF OR FLOOR SHEATHING 32.° .lO ST DEPTH EDGE OF JO15T b. 1 6 r_015BTDEPT DEPTH HIN \ O O b O "MIN I' O/GB.,SHOUL 2 1° T MBER STRAND)SLK•F AS I I. PANEL JOINT I. 2" L JOIST DEPTH MAX. 4. PIPE OR CONDUIT 3 I 5 " 3 E I b 3 1 3 O\BERSTAG6ERED M� NEEDED. It , NAILS SPACED A AX 5 11 3. 2X4 W/AILS TO BE LOCATION SHOWN _� �, _ BEARING.ADD BLKG.ASin R- /, MATCHED W/EDGE NAILING HOE ZE a I VERLAP -�,n 2 POST/L J _ OAD BEARING 4. ROOF OR FLOOR FRAMING TJI 51ZE UP TO 7" UP TO 10" NOTES: ' \ / - - STUD ABOVE. \) v MEMBER. UP TO 3" UP TO _ SUPPORT W/MAX.6"AWAY FROM COMMON AILS A EA END II 1/b 21 1-O I'b" 3'-O" 6"5-O b-O A B -PER GONV.FLOOR SYSTEM - ++ 3. JOIST W/FULL BEAR'G. o F Ill OFFSET EDGE ALT.CONDITION n d 2X 5QUASH BLK 6.ADD Q b NOTCHED d BORED HOLES TO 4 4 1 3 FILLERS AS NEEDED. U- FRAMING MEMBER 5 FRAMING M BER W/(2)IOd A B A B b'-O"8-b" BE A OUTER I/3 SPAN ONLY PARALLEL ALTERNATE V In 4" 2 O 5 0 0 4 A b. PANEL EDGE WHER-2X FLAT CONDITION - CONDITION �O.,j, PLAN VIEW WALL TRANSITION O 14 O Ob O DSILKS.15 IA HRAGMEDED A BLOCKED II 1/b"2 I'-b 2-O 3'-b' -MAINTAIN MIN.b"SPACING 4. 4-Ibd'S,2 A TOP d 2® � � °°° 8. DISCONTINUOUS PANEL EDGE,ER PLAN. 14" 36 I'-O'I'-O" 4--0"3'-b"8'-O" Ill'b" BTWN.NOTGHESBORED HOLES ` 4 BOTTOM EACH SIDE. Q j (� 1. DIAPHRAGM BOUNDARY d O NON-BEARING WALL SUPPORT 7 WEAR WALL/WALL INTERSECTION 4 5 5. 50LID BLKG./P05T,MULTI- 19 ,.. 2'-b"5'-O"5'-O"P'-O" -FOR OTHER HOLE SIZES STUD OR BEAM BELOW. ju of EDGE AILING PER PLAN. 143 tu °° °°°. ° 1C 9° - BLOCKED E!PrE AGLKO A IT/brn'MIN B I. NO P N6° 6. HEADER PER PLAN �P. l9 Ln W AND JOIST TYPE,SEE CD009 NAILINO PER PLAN. MANUFAG7URER SPEC. 1 ° ° I. I/2"THICK PLYWOOD SHT'6. 3. WOOD FRAME WALL 6 �, -DO NOT UT HOLES LARGE 3. 4"MAX.BRICK VENEER.SEE J 10.24 MIN.UNLE56 FULLY THAN 1 1/2"IN CANTILEVER. O 2. ROOF SYSTEM. ANDHMANUFAGTURER FOR U_ Z QZ BLOCKED A ALL EDGES. -A 1 1/2 HOLE CAN BE GUT 5. MIN 1/2'THICK PLYWOOD 2 MORE INFORMATIONS Q T to N. FIELD NAILING PER PLAN ANYWHERE IN THE WEB 5HT6 AILED DOWN A 6" q 4. AIR SPACE WHERE REQD. L.L -A Q10° ° 12.FRAMING MEMBERS ?O O ❑ OG.TO LEDGER/TOP PLATE. 1 5. 22 GAUGE Xl/b WIDE' BLOCK I N5 AT P05T5/TRIMMERS 2 -I p j W W 15. 1/5 GAP U.N.D. -REFER TO MANUFCTURERS 2 AS AN ALT.EXTEND ROOF LONG GALVANIZED GORZj- ° ° 13 t4.DIRECTION OF FAGS GRAIN GUIDE-LINES IN -JOIST O 10 5HT6.THROUGH FIREPLACE. RU6ATED STEEL VENEER t[ Y PERPENDICULAR TO SUPPORT I5.BLOCK OUT ED6E5 OF THE CATALOG. 5 ANCHOR®12"O.G.VERTIG OPENING V1/DBL STRUGT'L. 4. I/2"THICK PLYWOOD ON 3 d MAX.24"O.G.HORIZONTAL O E�/ Q Q Q ° MEMBERS i V 5.5TR)AND DI 2X D2 MIN.'S D2 i L2�,2X L2 MIN, LI SIDES CENTERED 6 JOINT b. SHEATHING WHERE OCCURS. 2 2 r ,,.J Q2 4 j U,-_ i I d EXTEND 4-O EACH WAY. 1. MORTAR BER JANG I6°MIN.° PROVIDE BN ®ALL EDGES. I b b. IOd AIL AT BEND IN ANCHOR °H P .CGIHT J ~` ~�Z 16.TYP.APPROVED HANGERS U 3 " - 5. 2X LEDGER W/16d s A b" 9. IN SEISMIC ZONE 3 d 4,ADD SCOT .y/ V Q w d (3)Ibd TOE NAILS IF LENGTHO.C. k9 B.W.GAGE WIRE JOINT k 4 8"O O.G.d LTP A _ I H -- M NT A 12"O.G. F T AN ¢ IN I JO I ST I REINFORCE E DATE- FTAI JOIST 55 H u 4 HOLES ° O L JOS 5 LE NOTGW OL I DBL TOP PLATE. J ' I11. TAIL.B TYP 2-BAY TlfRUO PER R PLAN E FLUE. N 3/4" plans o A tlr For,ei cc>O AIL A 2 /Ib"O.G. I b FIREPLACE 12.3 1/2'X3 I/2 XI/4 R PER PLAN B `, �. m fe 5 K6. E i I IIO 58 O XO3H2�ONO LA6 TYP. a .cable "' I°t' 9 p P ' • G516 OVER BLKG AND g GUT HOLE tN PLYWOOD ONLY 3 BOLTS A 16 OG.STA66.. t _ W Q AS REQUIRED 'STEEL PERPEND �IGjPL. R,I by I#dARALLEL c i° BOTTOM CHORD OF TRU55 ��� � ANGLE FOR "x 1/8'-O" t I IMP.STIR®EACH CONNECT. ° NOTES: 8. PLYWOOD FLOOR 5HT6. OPENING d b"x3 I/2 x3/B" .,,t f a p -5TAG6ERED JOINTS AS SHOWN `� 1 I 6 8 9 GONT.THRU FIREPLACE 4 FOR UP TO I6'-O"OPENING. 7ne ssL a e c (MAX.A 24"O.GJ -AILS SHALL BE DRIVEN 710 BUT MOTE b I5 VERT.DIMENSION v he ��q-°.N+ 2 MIX OVER 2X PLATE OR(2) ° SHALL NOT FRACTURE SURFACE OF 3 OF ANGLE). f0 t o v r/ •a2X?OP PLAT WHEN TRU55 PROJECT NUMBER: �O"140 SHEATHING. i 9. FLOOR SYSTM. 1 -SEE GENERAL NOTES FOR PLYWOOD s or d x 5L<ORD IS CAMBERED ISSUED DATE Ob/O8/04 TYPE,THIGKNE55,5PACIN6,d AIL SIZE. �I/ I 10.MAX.UNSUPPORTED HEIGHT 3 NOTE;ANGLE NEED TO rce ('= 'Or4. 16 BLK'6.A H D.G°R.(2) '`.,� nl TO BE 4'-O'.FOR HEIGHTS 2 2 / EXTEND d BEAR Ibd's TO EACH MEMBER. PLOT DATE 0/2I/04 L P��PDIRA6M BOUNDARIES SHOULD '( i 2 S Evl ,r! ,/ OF VENEER.IDE ' ,..sn vaI cr r H. ) EMBER W/(2)Ibd TO BLK'6 -PROVIDE MIN.3/b"EDGE DISTANCE A ` GREATER THAN 4'-O" USE FRAMING MEMBER 4 5/16"TO EDGE OF i InI b. X8 BRACING. Ib I 1 u ADEQUATE KICKERS TO 8 DRAWN BY: K.P. E BRACE WALL TO ROOF. TOP PLATE. 'S A 12"O.G. REVISION BY: 12 BE FULLY SUPPORTED BY FRAMING ; I II 9. TYP.EDGE AILING. OPENING IN MEMBERS W/BOUNDARY AILING ',� 4 i b IO X II 10.2X CEILING JOIST . BOTTOM DIAPHRAGM -T4S EDGE TO BE LOCATED OVER CHORD OF TRU55. 4 CONTINUOUS PANEL JOINT. I I SECTION CONNECTION I. 2X BLK'6.X 12"LONG•ffi'-O" SHEET NO.: -MAX.UNSUPPORTED SHEATHING TO BE I - / 15 11 24".PROVIDE ADEQUATE FRAMING TDD0 WALL m�, 12 ®OPENING ALT.CONDITION ALT.GONNEGTION O.G°AILED TO TOP PLATE MEMBERS TO LIMIT SPAN. ^v0003 D0004 W/(3)Ibd's. ^N i/1 20 SHEATHING LAYOUT N 16 NOTGW I$ HOLES IN CONY. JST. 00011 12 EXTERIOR FIREPLACE CONN. 8 MASONRY VENEER/CAVITY WALL 5 FRM'6. TO NON-BEARIN6 WALL5_ 3 J L/ 48 db I. PROVIDE MIN.04 BAR 6'-0" I 5 4 3 5 2 I. ROUGHEN SLAB CONTACT NOTE: I. GENTERLNE OF F05T NOTE5: o. 2X STUDS 6 16"O.G. i LONG,3"TO 5"FROM THE Q SURFACES TO RECEIVE OAS AND PAD FOOTING , SEE DETAIL MI FOR LEGEND *FOR MI551NO/N115LOCATED A.B., b. INTERIOR FINISH 24"MIN. TOP OF THE FOUNDATION -ON SLAB 2ND OUR AND INFORMATION NOT SHOWN 2. POST IN WALL OR USE SEE OFT.Iq/5DI FOR FIX G. 2X P.T.D.F.SILL(USE 3X CENTERED AT"HD".(BEND 2. ALL A.B.,HD.B.d STRAPS COLUMN BASE,SEE PLAN *FOR OVFR51ZED HOLE IN SILL PLATE, WHERE INDICATED ON PLANS) 1 -ry NOTES, REBAR AT CORNER) •r F, i----:'i-y`; MUST BE MADE LONG ENOUGH 3. PAD REINFORCEMENT, SEE DET.21/5DI FOR FIX W7 5/8'DIA.ANCHOR BOLT5 • FOR MIN EMBER SEE PLANS - 12 M �.Q 'S"SHOULD BE MAX IH" e ® NOTES: RNFOOTINGS tNELDEO LAP AT ALL SEAMS(U N 01) ENDS OF MUD SILL:U.N.O.ON • -•-,: VERIFY ALL INFORMATION PLAN5)W/3/I6'X2"X 2" a L5"5' FPE'6.REIN'F.„D"I5 OVERALL DEPTH OF FT'6. T REFER ACHIEVE MANUFAGTURERD 3 AE GOG D A/5CL'S COO I d PER UPDATED SOILS REPORT PLATE WASHER. �,- •�` R DETAIL ® * 2 FACE OF *USE MIN.5"LEDGER 6 VENEER d. 4"GONG.SLAB Km3 BAR5 BEND REBARS IF REOUIRED a LAP SPECS.FOR INSTALLATION 4. 4'THICK MIN.BUILT-UP SLAB STUD 6 18 OG E/W 6 MID HT.OF ° e MIN.46 BAR DIAMETERS O *O WOOD MEMBER ��\j I OVER COMPACTED MOISTENS _ _-°-Q g- _- _ _ _ --- SLAB.USE 6X6-I0XIO KW W�TIS _ MIN.DIST.TO CORNER SHOULD 1 SAND BASE. ? AS AN ALTERNATIVE(U.N.0) REINFORCEMENT TO MATCH �•� �� 5. 6X6-10/10 W.W.M.OR#3 - ee b h PER 501L5 REPORT. BE 5" NOTES: ALT. FOUNDATIDN DETAILS. MIN.Vc,=2500 psi N.N.O.) -WHEN POST LOAD BEARS 6 6 18"O.G.EACH WAY C. •4 REBAR CONTINUOUS a o *SEE PLANS FOR HOEDOWN CAST-ON SLAB,THICKEN GONG a ° ° II od f q O, _--- TOP d BOTTOM(U.N.OJ ena`O""'In"gd'01P'"` d ° TYPES. MIN.24"5Q.ALL THE WAY TO 1 ( J� °li a (� � I Q - ° F. 2"SAND OVER 10 MIL SEE DETAIL>'I FOR LEGEND d LOWER SLAB. "`" tyEE PLANS ? I°" °b T k ° 1 T78. VISQUEEN OVER 2 SAND 4400 Campus Drive IN NOT SHOWN -SEE DETAIL aI FOR LEGEND ���' c-� N.N.0)PER SOILS REPORT i D51 15 d INFORMATION NOT 5HOWN. 124"5Q.MIN. I <d '�/ h. EXTERIOR FINISH W/G.I.BASE Newport Beach *FOR MISSING OR M15LOCATED 3 3 _ _ SCREED.SEE ARCHITECTURAL iii '�'�'&' HOEDOWN STRAP,SEE DETAIL - - k. SEE FOUNDATION NOTE 8.2 CA 92660 5TEPPE; FOOTING 23 ° 20-501 8"MIN BUILT-UP SLAB 13 SIP mz ON 5HFU'USE V21'FIBERBOARD IN. "' IN.5' D 1 .•,r J i m. ISOLATE SLAB FROM STEM dew dQ D5101 INTERIOR EXTERIOR I. FINISH GRADE TO CORNER TO CORNER 2. 51MP50N COLUMN BASE 15OL A T�® P�® F®OT N� 6 �� •�" MATERIAL). 4. CREATE PIPE SLEEVE 2" NOTE: I. POST PER PLAN J /"� �., Newport Beath 2. BAGKFlLL TRENCH EXGY. LARGER THAN PIPE HTT22 INSTALLATION HD INSTALLATION FOR MISSING 'GB",SEE p. MIN.4,IF LE55 THAN 4' p OF IN."V BAR BENT r e o m E�MpBEDMENT,USE O.C. DOWELS fax 949.752.f 612 PER SOILS REPORT NOTE: HOEDOWN AND TYPE (MIN) 3"BATTER 1 3 23 h N2'T N STIRRUP -�� NOTE: • � z p -124 ®32 O G faX 949.752.5321 DETAIL 22-5DI GB PER PLAN SIMPSON de le ANCHOR O POST 3. BOTTOM OF TRENCH EXGV. CONTRACTOR IS RESPONSIBLE N BASE 1 SYi PLYWOOD PER PLAN. NOT TO EXTEND BELOW THIS FOR PROPER SHORING WHEN 4. (2) 4 E/W PER PLAN 6 GOND"A" ° n a ra. TOP OF NAY.GRADE OR LINE REQUIRED HTT22 3/4 20 5/5"5/8 O 5STB24 4X4 4 -- �....- SEE DETAIL#I FOR LEGEND AN __ " " GOND"B" COMPACTED FILL. HD-5A 3/4 20 5/8"5/8'm 55TB24 4X4 SSTB `�� __ /� WHERE OCCURS INFORMATION NOT SHOWN J �p Palm Springs l/8"9 55T834 4X4 BOLT ° "� - \:JI b. TOP OF OONGRETEBWHERE '-° fj 8 6 9"OGO�`A" _ k�: 'b'I� H PAP PER a m te1760.323.5090 4 I 1 HD-8A 3/4' 28 T/8" V8"m SSTB34 4X4 z Y- OCCURS Q I2"®GOND'B" 3 m; FOR VERY LOW EXPANSIVE 55T834 4X6I d BEND REBARS IF REQUIRED d - T ESE DETAILS ARE •+ I 3 2 E I, 12"6GOND"A" e o SOILS WITH E.I.<20 d NO - i � I d LAP MIN.48 BAR DIAMETERS ��Is P .9!, Is'®COND•B" :olm COMPRESSIVE SOIL HUAN NGUYEN,P.E. TRENCH PARALLE 1 _= m' r� �� _ -�(J` I (F ° 2^ TO OOT G 8" �J;I j TYP. HOEDOWN 1N57ALLA7iON DS.LB 18 I\, - -L � -- - a LOCATE PLAN TYPICAL MXTERIOR FOOT1N` 1 Q8DFt5S10N as a - ° � ii ��\�.J--MAX.8- Z, D5095N �e`OJPN NGGp IP IO-O•MIN. i I. 5/8"O x(Y SIMPSON TITEN p Q, " A ���J V I' • HD CONCRETE SCREW ( j P a b d 1. ADD><4 HORIZON.6 12"O.G. WW-ICA1110' °s j; } � 4 6 Yi EXCEEDS 8GEEDS 12". 1. 24 O.C. _ a XANCHOR. V `'a��� I WHEN D' Ez 2. 1 5/4"MINIMUM. 4 ' 2. E40PERT.6�8'O.G.WHEN"D"ADD(2)$4 X 4'LONG COMPACTED 2 - I b'�°� ���3 SEE DETAIL�I FOR LEGEND CENTER 6 PENETRAT FILL SEE PLANS GLR '� I I LI -�• ;i D5023 '+ �` r 12 _' L v�• }° Qlm d INFORMATION NOT SHOWN. TRENCH PERPENDICULAR TO FOOTING e c TYP. TRENCH FOOTIN G5 24 ; COLUMN BASE 14 STEP AT CONCRETE SLAB -,5D99 7 y s®° REVISIONS DS'I 17 a 1 I. MINIMUM 4X8 POOR IN 2X4 ` 2"6GOND"A"� "a POND" M 2MU WA 6X8 POST (2)4X6 '!-�� I. POST PER PLAN -1� b'6 GOND"A' NO. DATE DESCRIPTION a a \ NOTES: z B Ill ` NO SPECIAL INSPECTION IS 5 2. REBAR 6 CORNER ANC THE O �� �L PLATE _ ! ,�� REQUIRED FOR SCREW ANCHORS m NEEDED. N 3 II� 2 ��\ ANCHOR BOLT.SEE PLANS )15®U.NNO. 2. 51 URER I. 3 X 3 X /4'X 30"LONG ° �r�i� REGOMMENDATIONTFOR A A I^ U FOR SIZE AND SPACING �_. g m STEEL ANGLE d •s�� INSTALLATION B-B 3. DBL STRAP HOLDOWN5 PER 31 - 2. (2)3/8'MIA.CARRIAGE , INSTALLS SHEATHING OVER PLYWOOD - �� A # .. a-' ---------,a > X 2 ,�- PLAN AS SHOW TO BE CLEARANCE.TYPICAL - - - - - NCS 15,LESS BOLTS MIN.SPACING PACA ANCHORS 5. ADD 4 BAR BENT DOWN 2 '4 b TO BE8',USE SHREIADED RODS 15".IFTO FOOTING AT CURB _ - 3. SHOVEL FOOTING 3 4. SILL PLATE PER PLAN EMBEDDED 5"INTO CONCRETE K 10 6 Y'-O"TO THE BOTTOM OF ' 7 A A 4 a a THE HEADER(U.N.O.). 4. 12"CONCRETE EMBEDMENT W/SIMPSON SET EPDXY(IGBO 5. •5 HOOK BAR,ALL BENDS h 452'19)OR EPGON A7 ADHESIVE "' � ENLARGED 1 SHALL MEET THE MIN.5TD. PLAN VIEW 5. 2X4 P.T.D.F.MEMBER SYSTEM(IGBO u5560)SPECIAL /a HOOK REQUIREMENT 1. TOP OF SLAB AT GARAGE �J IN5PECTION 15 REQ'D.FOR THIS 1 �f, a _ NOTE: b. 2X4 P.T.D.F.PLATE(NOTCH SYSTEM _ /° 8, TYPICAL CONT.#4 TOP AND AROUND 5TEEL ANGLE) �, FOR MISSING OR MISLOGATED ° BOTTOM(U.N.O.) ° - -- -V vji zl ° 201-SDI STRAP,SEE DETAIL q, 6'-b"TO THE BOTTOM � " ALL STRAPS ARE SIMPSON OF THE HEADER RESTRICTIVE NOTICE 4 ° _ c ° THFIcATI IGNSDRAWINGS,AND -j ��. PARTY WALL W/ L IS'-MIN. D5104 - D5103 - 5 STRONG TIE IS"MIN.6 �• RAISED CURB PROPERTY OF G-S ENGINEERING 4 ° O.T"CURB MIN. -/: �- SPECIFCATONS ARE THE EXCLUSIVE I STRAP EMBEDMENT MARK 15 6 D5096 PARTY WALL GOLD JOINT. 11. 1'-10'MIN. CONSULTING GROURANDA 29 PONY WALL 25 M1551NG OR MISPLACED A.B. 19 } 2 B p�� p ��q INTERIOR SEARING FOOTING 2 CONRID NTIALTO A.RECIPIENTS 1�A 1` E J CURS 8 AND NO PARTODII D.THESE DRAWINGS Y t� ll4AAf q'`!� Dr�01 CAN at PRCOPIED,TDRCANA Y I. 4X4 POST,U.N.O.SEE PLAN 12"MIN 12"MIN RETAODUCED,NORC MANY NOTE: 4 NOTE: STRUCTURES BE BUILT FROM THEM 1 2, STRAP,SEE TABLE I� q r SEE DETAIL#1 FOR LEGEND AND RI SE i WRITTEN CONSENT OF SMPSON le POST NO.OF NAILS SEE DETAIL F ABOVE FOR GOUNS ENGINEERING CONSULTNG 3. EMBEDMENT IS FROM GOLD HOEDOWN EACH STRAP ' - � F� WISH LEGEND d INFORMATION NOT INFORMATION NOT SHOWN. GROUP JOINT AT NON-MONO POUR z « ��SS GRADE SHOWN d ° FOUNDATION SYSTEMS. (2)HPAHD22-2PIO" 4X8 (25)- bd's COMMON COPYRIGHT GOUVIS ENGINEERING 2 I(2)HPA35 I/4"4X8 (71)-I6d's COMMON H •�->4 TIE BEAM REBAR5 TO CONTINUE N CONSULTINGGROU- Q-b - ALL RIGHTS R6ERVED NOTES: '(2)5THDI4 14" 4X8 (30)-Ibd's SINKER �-(,� f H n INTO EXTERIOR FTGS MIN.24". z -� .D USE SIMPSON SET EPDXY-TIE O A-A J z : CIF w LOWER TIE BEAM AS NEEDED. s, REDHEAD EPGON AT ADHESIVE ~O J a S SYSTEM.APPROVALS. ICBO H®L®®WN STRAP 15 xw , ADJUST EXTERIOR FTG'S 6 TIE -'-- ------ � _ #5219 d�5560 8 CITY OF L A. / �1�1 d a R)'. a '^I. BEAM LOCATION FOR REBAR R.R.R252T9 d R253T9 REFER T w1p DEVELOPMENT. �� ICED AND MANUFACTURER'S I. 4X4 P05T(U.N.O.)ON PLAN O CJ SPECS FOR INSTALLATIO . -'k m \ z,z0 liY PROGEDURE5. 2. REFER TO PLANS d TABLE O Z 1• a; BELOW FOR CONNECTION 12" 1 5/4" fi SPECIAL INSPECTION 15 TYPE ��� MIN. ., v REQUIRED DURING ALL 2 I ®® VA <,. INSTALLATION NOTES: u_,0 4 b"®GOND"A" �- ALL STRAPS ARE SIMPSON MIN.GONG STRENGTH STRONG TIE BEAM 8;6GOND B p� f c=2500 psl <- - INSTALL STRAPS OVER TIE BEAM 9 MIN.6 STRAP MISSING REPLACE W7 ROD 9 EMBEDMENT EQUATE SIZE WASHER SHEAR PANEL HOEDOWN STRAPS pl p HOEDOWN REQ'D.WHEN ANCHOR BOLT y REFER TO TYPICAL INTERIOR NOTE: ®.® STRAP* HTT22 5/8" 10° SIZE 15 SMALLER THAN HOLE 1 O,, `1 II FOOTING DETAILS FOR MORE 9" N A _ d HD2A,HDSA IN HOLDOWN. ti: INFORMATION PROVIDE CONTROL JOINT AT 12 6GOND B 'D' �f A O 0( MIN PSI 10-0 EACH WAY(U.N O.) ;50�, `l O kn HD6A/HDBA HD6A/HDBA /80�5 OR " I5" CONTRACTOR SHALL SPECIFY NSTALL ADDITOIONAL><4xb'-O" �/ g /� '` / Q IL OVERALL LENGTH OF ANCHOR. CENTERED®STRAP HOEDOWN SEE DETAIL NI FOR LEGEND d EXT. BEARING GARAGE CURB 3 Q O W f- Q IDBL.STRAP HDQB OR "< INFORMATION NOT SHOWN Jl a (BEND REBAR 6 CORNER)OMIT IAND HDIOA HDIOA l/8" IS" FOR OTHER HOEDOWNS NOT #4 BAR IF GONT,REBAR EXIST PROVIDE SAW OUT WITHIN 24 V V LISTED IN TABLE ARV.d/OR INTERIOR COND. 6 THIS LOCATION. HOURS OF POUR '- NOTE: W W OTHER COND.NOT INCLUDED 1/8"MAX. SEE DETAIL�i FOR LEGEND 8 > r- BJ *HOLDCAN 5TRAP5 ARE: ALL PA'S,ALL HPA'S HERE,CONTACT GOUVIS EN6'.6. SEE DETAIL>I FOR LEGEND d I/8"MAX. d d INFORMATION NOT SHOWN PAH'7%,MPAHD,HPAD22,HPAHD22-2P, GROUP OF COMPANIES FOR INFORMATION NOT SHOWN RADIUS -- Q O q b O- 4 STHDI0 AND 5TH0I4 FOR 5PEGIPIG FIX STRAP EMBEDMENT MARK 15 , J5105 6 GOLD JONT y ` 7/8" t- o ly �/ I� *gyp p� �/� - FOR MISSING OR MISLOCATED _- _- -- -� -- y -- f Q b 'GONG CURB���, X d j 30 26 I FOR I551 N5 HOLL/O7 �N 20 a HOEDOWN STRAP,SEE DETAIL Y -�' _ d BEYOND n _ Y 20-5DI. Q DR,VEWAY n_ O YY -- SLAB Z X d RP I. OVERSIZED HOLE OR HOLE S SIMP5ON le NAILS °,�. .T. �, Q m !I Q -- `Cy HOLDOWN 35024 5AW GUT HAND TOOL JOINT pl� �.; ° , 6 /�1 GREATER THAN 1/I6"OVER " PA-28 4' (20)-Ibd's SINKER Z O - w �Z W O Q W a -U g BOLT DIAMETER 8 HPAHD22-2P 10" (23)-Ibd's COMMON TYP. CONTROL JOINT 10 ®U Y��I y`gyp �• - Q �,S ,� Z= �° 2. ANCHOR BOLT ,� HPA-28 b" (24)-Ibds SINKER ® yI¢"1 1 3. SILL PLATE EXTERIOR GOND. HPA-35 8 1/4 (2-U-Ibds COMMON �I� e �';� �N 1 7 1"-'5THD 10 10" (20)-Ibds SINKER d k a NOTE; 4„ U J ° O. Z• 0I LLI BI b. STUD WALL PER PLAN r--- - 2' z W 4. EPDXY GROUT 5THD 14 14" (50)-Ibd's SINKER 4 i`t-�2� °"� a 5. SIMPSON BPS 5/8 17107 NFORMA71ON NOT 5HOWN d ''q `��)• ° = N /- +H ( ' J)RP 5( HOL®OWN STRAP 16 s- 6COND"A" IL �/ daQ (U.N.O.) o I.L. m 0 FIX U51NO EPDXY GROUT FIX U51NG 51MP 5P5 5/8 1--: �: „ Is'6coN,S r * �- NOTES, I i ICI I Y ., > FIX�/ -REFER TO MANUFACTURER - MIN.POST SIZE 15 b X 6 !7 !i ,i, !�! � HOUSE TO GARAGE/APR C I A j w OOff_ FOR OVERSI ZED HOLE D5088 21 TSPECS.FOP o HOOD MEMBERLLATION DEEPEN AND AI::>l AS SHOWN TO RECEIVE FOOTIN6 UI 102 I� �1�`1l D5097 �'F Z W�WQ 2500 psi N.N.O.) HOLDOWN d m AFAGE OF STUDS ° ,•."'E IFL O - O U w u I. POST PER PLAN NON-BEARING INTERIOR WALL 11 OQINC 0 0 2, SIMPSON ABU COLUMN BASE 2 3/4 _ - T ED - 2 gC 1_Of°t O DRAIN FINISH Z Q J o O 2 TO MATCH POST SIZE HD14A INSTALLED IN. PIPE BUMPER GUARD - 6� WITH .O d HDIS - 3 - e t-,a 3 5/8'DIA,RED HEAD WEDGE INSTALLED WITH d 2. CONCRETE FOOTING - 1 I a''° 3 ANCHOR(IGBO•13'12)OR < 't "�61$ Aut PROJECT NUMBER 60-I40 ' a el'-ep 5/4 'ri ° 1/4"0 A30'1 �Wu J a o p Pe L��!6 d$g SIMPSON WEDGE ALL STUD HEX-HEAD BOLT R MIN. ° ANCHOR(CBO•3651)WITH d 3. 36"OR PER ARCHITECT �/! F ISSUED DATE Ob/OS/O4 MIDDLE OF SLAB CONDITION 4 1/2'MIN.EMBEDMENT INTO j l ly EDGE OF 5LA6 CONDITION GONG.6 MIDDLE OF SLAB o z 24 56.M ° i Q tt1 <m gat g f ba ed on PLOT DATE �/2/O4 CONDITION ,SEE PLAN�P LARGER " <`.�y T Je11N: n t d 1° Ni f, a u - a s P s PP ble DRAWN BY: IG.f PAD IS REQUIRED° Z' o -FOLLOW MFR.SPEGIFIGATIONS 4. 5/8"DIA.THREADED ROD - ly Q'I p °p'. '° - REVISION BY: FOR INSTALLATION OF ABU EMBEDDED 5"INTO GONG. ry' n. > few JOINT A5 ,� - 4" _ Ji y VE3 XZ4"EDOWE'�` �t75'��Q.G. AND ANCHORAGE SYSTEM W/51MP.SET EPDXY(IGBO 12°NON, m'V REQUIRED ',I R)'[v "�•a_ a Y4r ate D e fne p ev s #52-Iq)OR EPGON AT SYS. 2 - �'-�.alib N01'E: -PAD FOOTING BELOW SHOULD (ICBO•5560)WITH SPECIAL o -�"F-`'-R SEE DETAIL PI FOR LEGEND A SHEET NO.: 2 °18 "--e IJ2"6GOND A U.N.O. INFORMATION NOT SHOWN. D BE NO MORE THAN?6"OFFSET INSPECTION®EDGE OF ''" i,�: 'PI5"6GOND'B U.N.O. 31 27 MISSING/MISPLACED COL.FROM P05T LOCATION SLAB GBASE ONDIT ON D 22 HD14A/HDI5 HOL170WN IN5T. 17 PIPE COLUMN 12 HOUSE TO PORCH 5 D5106N D5098 •fA M.T 4 1 NAIL SPLICE 1. I6d SINKER NAIL5 AT I6"O.G I. 11 STRAP TO BE APPLIED 1. PLYWOOD 5HEATHIN6 1, DECK JOIST PER PLAN W/ 1. EDGE NAILING O U.N.O.d PER TABLE BELOW. STRAP CAPACITY OVER ENTIRE LENGTH OF LINE 2. TRUSS BY MANUFACTURER C �C� APPROVED JOIST HANGER 1 O 2. TYP.STUD5 AT 16"O.G. A G516 Ib50a OF BLKG.MIN.(El)NAILS TO EA. 2. ROOF SHEATHIN6 3. LOCATE STUD UNDER SPLICE BLOCK. 3. bd COMMON NAILS AT b"O.G. 2. 2X LEDGER W/(2)ROWS OF OR PROVIDE 2X BILKS. B* (2)G516 5300• .- v B.N. CONNECTION NAILING Ibd's AT e"O.G.TO RIM - 3. SHEAR TRU55 TO TRANSFER ATTApHED TO ADJACENT STUDS 2. SAME NUMBER OF ELK'6 ON ; JOIST )(i 200 PLF FROM TOP CHORD W/(3)Ibd'5 EACH SIDE. -STRAP TO EXTEND ON ALL ON EA.END. 3 10 6 l I) 4 n 6 2 4. 2X FULL HEIGHT BEVELED I.JOIST TO SILL OR GIRDER,TOENAIL..............._.......................3-6d - TO BOTTOM U.N.O. 3 4. NUMBER OF NA SPECIFIED BLKG.(MIN.3-BAYS) 11. `� Y BLK'S.(IF BLK'&.15 NOT BEVELED 3. RIM JOIST PER PLAN AND BETWEEN SPLICINO POINTS PER 3, PLYWD.SHEATHIN6 SEE DETAIL 13-SN2)IF BLK'6. 2.BRIDGING TO J015T,TOENAIL EACH END._ ...........2-8d \"J PER DETAIL 13-5D2 4. SEE PLAN FOR TYPE. �- TABLE BELOW. -USE DOUBLE BLOCKING OR FLAT 5 5. 51MPE ON STRAP PER TABLE BLOCKS FOR CONDITION B 4. DEL.TOP PLATE NOT TIGHT FIT,SEE ITEM 0I5. 3.I"X b"SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL................2-5d ^^, ^ 4. E.N. b � � 5. TYPICAL TRUSSES ISO EQ. BELOW. -USE 8d SINKER AT STRAPS j / / 5. DBL.TOP PLATE OR BEAM 4.WIDER THAN I"X 6"SJBFLOOR TO EACH JOIST,FACE NAIL............3-8d /�J�IJ' J 5 3 lil '� '� 6. SHIM AS REQUIRED. 5. 2X BLKG.ON EDGE W/E.N.OR �R 4 5 5. PLYWOOD SHEATHIN6 .y g 6. A35 PER SHEAR WALL 1. CONT.LOWER PLATE 0 WALL b. SIMPSON A35,L550 OR LTP 5.2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL.... .. 2-Ibd #R *USE ONE ROW OF NAILS AT FLAT ELKS. r e 0 24"O.G.N.N.OJ SEE SHEAR S7Yrier'ia @ SCHEDULE INSTALL AFTER 8. EXTERIOR WALL. EACH STRAP WALL SCHEDULE FOR b.SOLE PLATE TO JOIST OR BLOGKIN6,FACE NAIL... .....Ibd AT Ib"O.G. °^ rErdB�°:�a IRA 6. WALL,WHERE OCCURS �� 8 ROOFING IS IN PLACE. 9. ST22 STRAP, b. TRUSSES SPACNG.FOR VENT BLOCK SOLE PLATE TO JOIST,AT BRACED WALL PANE ... (5)Ibd PER 16, -I, WALL OR BEAM,WHERE l:./ -7. 2X8(MAX.)NAILER W/NAILS 3 3 2 NOTE: 3 2 15 - SEE DETAIL IA/EN-2. T.TOP PLATE TO STUD,END NAIL .... .. . ..... ......2-Ibd 4400 Campus Drive - OCCURS O4 4 -�4 TO PLATE d TRU55.SEE FULLY NAIL STRAP W/Ibd 2 12 1 u j ( 12 "1. SHEAR PANEL TYPE II TYPICAL 8.STUD TO SOLE PLATE... .. ... 4-Hd,TOENAIL OR j i I SHEAR WALL SCHEDULE FOR STRAP SPLICE SINKER OR IOd COMMON j I` � N.N.O.ON PLANS)BETWEEN 2-Ibd,END NAIL Newport Beach V' 8. FLOOR SYSTEM PER PLANS SPACING.(USE SAME NAILS SHALL BE STA6GERE 8 �J 5 TRUSSES. 9.DOUBLE STUDS,FACE NAIL. ....... ._... ......Jbd AT 24"O.G. CA 92660 n SPACING AS SILL PLATE d A7 LEA5T 2"APART. NAILING] 8. SEE PLAN FOR TYPE AND 10.DOUBLED TOP PLATES,FACE NAIL.............................lbd AT 16"O.G. LOG.OF SHEAR PANEL ON 2X DOUBLE TOP PLATES,LAP 5PLIG ........ ...... ..D-I6d 8. ALT.LOCATION OF A35 IF 4 b STUDS A7 Ib"O.G.MAX. k?`- TRU55 15 OFFSET. II.BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE,TOENAIL 3-8d _ (-� 0. ALT.LOG.OF 5HEAR PANEL Newport Beach �- 1 T 10.2X FULL HEIGHT BLOCKING. 15.RIM JOISTPLAT 70 TOP PLATE,TOE NAIL..NS,F......NAIL.........Bd AT b"O.G. tel 949.7S2.1612 8 3 Q PLATE SPLICE AT NON-LAP CHANNEL 3 Ib 13 13.TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL. II 2-I6d 5LOPING CONDITION g CONDITION g II. TYPICAL BOUNDARY NAILING fax 949.752.5321 14.CONTINUOUS HEADER,TWO PIECES....... ..... ..Jbd AT 16"O.G. 12,AN5IMP50ALT.N HI GAN BE USED AS AN ALT.TO 51MP.A35's,L550b - ALONG EACH EDGE A E G D E Fi OR LTP4"5®24"O.G.EXGEP IS GEILIN6 JOISTS TO PLATE,TOENAIL... .. .. ... 3-8d Palm Springs - -'1�-- b 0 SHEAR WALL5. I6 CONTINUOUS HEADER TO STUD TOENAIL. ... A-66 tel 760.323.5090 NO.OF I6d SINKER 12 I8 24 30 36 42 10 6 15.2X BLK'6.E UPPER SHEATHING I"I.GEILIN6 JOISTS,LAPS OVER PARTITIONS FACE NAIL 3-I6d 4 l� ABV.PLATE CAN BE REPLACE le,GEILIN6 J015T5 TO PARALLEL RAFTERS,FACE NAIL .. ... .3-Ibd MIN.PLATE LAP 4 FT. 4 F7. 4 FT. b FT. 8 FT. 8 FT. W/PRE-FABRICATED FULL DEPTH 4"MAX. :, T BLOCKING 19.RAFTER TO PLATE,TOENAIL................................................$-8d HUAN NGUYEN,P.E. GE37 OFFSET 00083 ALT.STRAP W/I6d SINKER ST22 5A6224 ST6236 M5T3'I M5T46 MST60 14.2X RAFTER TAIL W/MIN.3'-0" 20.1"BRACE TO EACH STUD AND PLATE,FACE NAIL........ 2-8d LAP W/Ibd's b"O.G.5TA65. 21.1"X 6"5HEATHIN6 OR LESS TO EACH BEARING,FACE NAIL...�...... 2-8d GONNEGTION DETAiL C IDEGK 16 SHEAR TRANSFER 12 TYPICAL 5PLIGE TOP PLATE 9 1�RAC� DETAIL 5 - OR TRU55 TOP CHORD 22.WIDER THAN I"X b"5HEATHIN6 TO EACH BEARING,FACE NAIL, 9-bd ' I5.MAX.GAP BETWEEN BLKG.E QROEESSIp 100121 D0024N �'� TOP PLATE FOR HI d L550 TO 23.BUILT-UP CORNER STUDS.... ......... .. ......_..._..Ibd AT 24"O.G. NGV�!!, O BE 1/2"d FOR A35,TO BE 1/4" ..20d AT 32"O.G.AT TOP n I. 2X MEMBER,1 1/4"TIMBER L BEAM SEE PLAN FOR SIZE. 1. BEAM,SEE PLAN. g bO 24.BUILT-UP GIRDER AND BEAMS ......... y c 1. FLUSH BEAM NOTCHED AS Y 3 _ STRAND;OR L.V.L.GONT.RIM . 12. DBL TOP PLATE W/SIMPSON 4 16.2X BEVELED ELK'G.SEE AND BOTTOM AND STAGGERED W Z SHOWN. I PER PLAN. •ST6236.IF DBL.TOP PLATE 2. SIMP50N STRAP EACH SIDE LED 2-20d AT ENDS AND AT 3 13-SN2 IF NOT BEVE --= 2. BOUNDARY NAILING O\ 5 IS GONT.,ELIMINATE STRAP. OF BEAM TO POST. EACH SPLICE * +p.6 07 2. OVERALL BEAM DEPTH. 2 ;� 3. FLOOR 5HEATHIN6 !\ 13. PO5T,5EE PLAN. ,, NOTE: USE HI AT 49,"O.G.WHEN OVER- 25.2"PLANKS ..... .2-I6d AT EACH BEARING ,r 4. STUD WALL WHERE OCCURS 4. 2X 5ND AT EACH 5IDE W/16d'5 3. POST,SEE PLAN, HANG EXCEEDS 16". "' "' "' " " A 3. DBL.TOP PLATE,BEAM OR 1 6. FLOOR SYSTEM PER PLAN. __-- 5. FLUSH E EAM.TA66ERED. 4. ALT.TO METAI2 STRAPS,USE *NOTE:COMMON OR BOX NAILS MAY BE USED(U.N.OJ 9tFOC/V1LOQ'��P POST. 'i (CAN BE 2X GONV.,I-JOIST b. (5)Ibd'S EACH SIDE TO BM. ` 1 � 2X KING STUD EACH SIDE CALIF n 4. MATCH SLOPE OF ROOF g OR OPEN WEB FLOOR TRUSS) g T. ALT.LOCATION OF STRAP I 4 OF BEAM TO POST d NAIL SHEAR, TRANSFER DETAIL 1 5TAG5 SILL T NAILINO. 10 ACROSS SIDE OF TOP PLATE. n � \/ W/1115®16' OG TO POST D0022N WHERE 5PAGIN6 15 LESS II 8 SIMPSON A34 _ /X\ d MIN.(5)11 TO BEAM. NOTE: _ THAN 6 O.G.,PROVIDE 2X 9 q SILL PLATE. w DO NOT OVERGUT 'u 2 2 NAILER TO RECEIVE NAILS d 10 2X STUDS® 16"O.G U.N.O. 61, / NOTE I. BOUNDARY NAILING, ��E R r • •�� �GH �UL. REVISION$ ! - CONNECT TO RIM l^11 Ibd 4 II. LINE OF BLK 6.TO RECEIVE I 2 w 2 - ADD SHIMS AS REQUIRED. 3 6 14 l 41 2. 2X FLAT OUTRIGGERS®4'-O" 199'1 UNIFORM&JILDING CODE/2001 CALIFORNIABUILDING GODS �--�4 SINKER NAILS W/SAME STRAP. - IF THERE 15 DBL.TOP PLA71E Y OG FOR EAVES UP TO 12' d NO. DATE DESCRIPTION 5 5 4 SPACNG AS SILL It NAILING 12.ST6236 STRAP. BTWN.BM.d POST,INCREASE 2-O'O/G FOR EAVES UP TO NOTE N T OF TRAP TO UN NOT H TOP CHORD T OF SHEAR WALL ABOVE. I LE GH 5 2 G O G D O '; FRAMING ,x, 8. 51MP.A55 PER SHEAR WALL -T+Db�FILLER®SIDE OF BEAM AGGOMODATE. RUN OUTRIGGERS THROUGH ALT.INTERIOR EXTERIOR CONDITION AND ATSHEAR SHEATHING EDGE FIELD SHEAR 'SILL R CLIPS ANCHOR CONDITION EDGE OF FLOG D A Hii SCHEDULE MAX.®48"O.G. � A5 NEEDED. - FILL ALL STRAP HOLES WITH NO OVER GUT. PANEL NAILING NAILING CAPACITY NAILING jA55's,L550's BOLT INTERIOR AS AN AN ALT. g T EQ. EQ. 511MIILAR CONDITION.USE(I) II- FOR PARTIAL FLUSH BFAM0, N GAPAGItt "AILS. I t _ o 3. BLKG SHTG.W/LINE OF E.N.® TYPE I(GOMMOWI(GOMMOW (Pi bd's slnkcr.OR LTP4' IS/b"O x I 4 4 R.NE 5 U ARE NOTE THE �`- r--A- A34 EACH SIFE. A E 5 Da OF EACHH RAPT 4 4x0"BHP.TRUSS RU NAILED 1^1R Ibd 3/8 APA IS d12" 260 s�5PAGIN6 EXTENDS TO HEN IFIL F 0 RIM. {/ ---- y 2 3 B (U G516 2200• 24" 'I DBL STOOP PLATE.6.EdE 3 TO N ® ; 3/b'APA 8 dsOG 6 d9 OG, ®bq J ricto •16 L 5/8mx12 9. 5TAG6.SILL ie,NAILING PER ,f ?" 7 • - 13 rate ®4 O.G.®12 O.G: 350 16d'E,EA.END OF TRU55 i2 8 r 10.2 5/I6aW DRE OUI AEENT W/ 12 \� SIDE VIEW END VIEW D 517)C514 5200s 24" O E,l"ALL SCHEDULE. �. (pp A BOARD WHERE OCCURS. © Sated PA 8 ds 5 d's I6d sinker x 12" / I5 r 4q0 •10"O.C.II O 0 5 O L.a 12"O.G.' ®5'O.G. 0 12'O.G. NOTE USE HANGERS FOR 4 `� 8 2X4 FLAT STRONG BAG. IS132 APA'' SYSTEM NI FLOOR c \ ACROSS MIN(4)ROOF TRUSSES structural I'lO dz IO d'e 600 Ibds stri 0 b"O.O. 5/b'm x 12" 6YSTEM SPANNING GREATER V P®5T SEAM GONN GTI ON (,7 45°t 5 ®8-O or-.USE(2)IbdS © rated ®3°o.G.a I2"O.G. 0 5"O.C.I (UN.OJ m b"O.G. THAN 10-0. - - D0038N TO CONNECT TO EACH TRU55 -S b"o x 12" NAIL d SPACING SAME AS 3 01 'i L550 OR LTP4 a 48 OQ MAX. `-' B.N. 15/32"APA' 10 I6 O.G. _ - - SILL i('.NAILING OF SHEAR j 9O 12 BO (U.N.O.ON 5 W SCHEDULE) ) structural I',IO ds lO d's gT0 Ibds sinker.®6'O.G. /5X sill in WALL TYPE BELOW. / I. R/R OR TRU55 PER PLAN 10.SHEAR PANEL WHERE OCCURS 0 2 O.G:m 12"O.G. ®2 O.G.' (U.N.OJ ' ! RESTRICTIVE NOTICE (•) rated onI w/ G E33 ° 3, MIN.IX GONE.BOARD W/ II IF PLWD.IS EXTENDED d E.N.TO I q80 transfer SC anaier Iba'O.G. PROPERN OF GOUVIS ENGINEERING 12 SOLID BLOGKIN5. 4 11 THESE DESIGNS,DRAWINGS,AND ALT -JOIST INTERIOR CONDITION d ALT. 3 2. ROOF 5HEATHIN6 V B.G.OF TRU55,ELIMINATE CONDITION TO EXTERIOR CONDITION � 10 j sPECIHunoNsnRE rHE ExauSlvE L550/LTP4. ro APA 6 d's 8 db \/ �/�� /� /� II. STUDS®Ib"O.G.U.N.O. 'both CONFORIIIATION P,AN IS N®TGH a ®E Y I�/\ 1� SH� R TRANSFER 1� �E�FM ® �l I L 10 rRAMs TO EACH ROOF NOTE 2.5T BACKING. lidos, rated ®3"O.G.®I2"O.G. detail detail w/3x6 sill FRAMING ELEMENT. -BALLOON FRAME WALL TO BOTTOM 13.STRUGT.GABLE END SHEAR ) INFDMA TO suowNis ^001 oN2 00017N CHORD OF SCISSOR GABLE TRUSSES. TRU55 TO TRANSFER 200 PLF CAN BECO COPIED, -RECIPIENTS v © 1 AND NO PART Of THESE DRAWINGs 4. 2X R/R®GA.FRAMING. FROM TOP TO BOTT.CHORD IS/32"APA,Id d's 10 d's ae shear,'see shear /g"d x 12" CAN BE COPIED,TRANSPFRED.OR I. 2X BLKG.W/LINE OF EDGE O 4 AX. -AS ALTERNATE TO H3,USE (U.N.O.).USE SCISSOR GABLE both'structural „ I2o0 transfer transfer I2"O.G. j END LENGTH 4 I. PLYWOOD 5HEATHIN6 W/E.N. I. 2X BLOCKING USE 2X4 a 24"O.G.FORM ®3 O.G.®12"O.G.1 NAILING AL NO DRAG LINE ALONG LINE OF BLOCKING SPAN OF 6'-0"d 2X6®24" sides rated detail detail W/5X6 51 UCTLIEUCED,NOB-TI-TeY MINIMUM(4)BAYS U N.O. 2. EDGE NAILING '°` O.G.FOR MAX.SPAN OF 0'-O". H2.5,A34 OR A35. END TRU55 AT VOL.N5TH sTRUHOU'r TTEN CONSENTM d TOE NAIL Al(3)Bd's. 14. MAX UNSUPPORTED LENGTH OF 1 OI EN WRITTEN CONSULT OF IN ` _ 2. TYPICAL JOIST,SEE PLAN 1 5 *INTERIOR LOCATION N BE THAN 6 2X4 TO 06'-O' USE LATERAL I5/32"APA sec shear W/6•x 12" GOIIVIS ENGINEERING CONSULTING 2. NAILS A 2 /1 W/Sd SINKER Q • IF NOT BEVELED SEE 8'-O"O.G.MAX. 4 LIMIT NALL OR LENGTH GREATER istructural 1 IO d;s IO d's 1140 N/A transfer RD b°O.G. GROUP 10 3 � 3. 2X BEVELED LEDGER W/ OMITTED®LOCATION OF BRACING F ;®2 O.G.®12 O.G. S. NAILS AT 2 /Ib"O.G. 3. LINE Or SOLID OR MIN 1 SEEEPL FULL HIT.NUMBERNOF4 III 5 �DETAId7s BEVELED, ,SE PER 57LV E A NNE" C'T10N DETAIL B 5 R/R SPANI®GAL O PRAMIRN6 I5. SHIM AS R ated data /3X6 zlll /1 �GALIF.FRAM'6.6 RIDGE EGUIRED. dJ r 1 w COPYRIGHT GOUVIS ENGINEERING 3. 5TUD OR P05T PER PLAN CONSULGOLNIS 0UP3IXx i.- END LENGTH \ BAYS.(MIN.4 BAYS). 1 t2 4. BEAM OR DBL TOP PLATE ` 4. BAYS.(N STRAP S). TO FIT _ -� 4. 16d's AT b"O.G.N.N.OJ I 1 6 (11)BAY 1,107H OPENING PER ROOF TRUSS EXTERIOR WALL, 2 E PROVIDE A NOMINAL OR WIDER FRAMING AT ADJOINING PANEL AU NGI-TS RESERVED \:J ED6E5 WITH NAILS STAGGERED. ;< OVER WALL OR BEAM.PER 5. H2.5 AT 48"O.G.FROM :.� ARCHITECTURAL.PROVIDE 2X - v �r Y N07E5: TABLE BELOW d®ALL BAYS LEDGER TO STUDS.SLIT THE '4 0 ELKS.8 BOUNDARY NAILING USE A35®b"O.G.ON SIMPSON STRONG WALL d HARDY PANEL r, OF BLOGKIN6 MIN.(3)NAILS } 1 PLYWOOD TO INSTALL H2.5 3 OPENING. 7 5 I. 51MP50N STRAP PER TABLE USE 2X FLAT BLOCKING FOR 2 /5 1 I� 1 3 2 PER BLOCKING. ^ j z .I OF ROOF SHEATHING AROUND OI CONDITION"B"W/MIN.I I/2" \J � b. 2X R/R OR TOP CHORD OF 2. SIMILAR CONDITION(FLUSH 3 3 2 SPACE BETWEEN ROW5 OF 5. DOUBLE TOP PLATE OR BM. TRU55 D --_ _ ---------- ------- BEAM/J015T(5) NAILSb r 'I. PLYWOOD SHEAR PANEL o 3. 5PAGIN6 AND END LENGTH LOCATE STRAP OVER PLWD. -� -USE DBL. BLK'6.FOR 6 O LJ TYPE 11 ENTIRE WALL FROM rc ---� 5EE TABLE SHEAR PANEL.SEE PLAN CONDITION B AND C, LOW ROOF TO HIGH ROOF FOR TYPE d LOCATION \ ONE ROW OF NAILS PER U.N.O. 6 I 4. POST OR MULTI STUD,5EE . -STRAP 5PAGIN6 BETWEEN 8. FULL HEIGHT SHEAR PANEL ry PLAN ROW5 OF NAILS WHERE OCCURS.WHEN CALIF.PFi(PLAN VIEW 4 5. DBL.TOP PLATE 1 OUTSIDE,TO BE INSTALLED D0025 1 PRIOR TO ROOF FRAMING /� G I J 6. BEAM OR JOIST(5),W/LINE Q 10 L</-1 5 9. MIN.(3)I6d TOE NAILS TO CALIF. FRM'G SHEAR DETAIL / OF EDGE NAILING SEE PLAN Z /,qy� LEDGER.IF SPAN OF ROOF 'I, GONT.JOIST OR BLOCKING, �I (C III END LENGTH 5 • ° • T 12 MEMBER MBE USE]MORN THAN HANGER 6 SEE FRAMING PLAN O PLAN VIEW OF _,_ _O PLAN 10 6 �O3 1. TYP.TRUSSES BEARING ON tu A STRAP CAPACITY END LENGTH PLAN STRAP - VIEW I WIAALL 4 STRAP W OF NAILS PER Q A (I G516 I650� 3'-b" STRAP END NAIL SIZE AND CAPACITY NAILING PATTERN r, - I�SRd ROOF MMON H SHEAR D.G. - _--_--- _ - 2 GIRDER TRU55 O. TYP.7RU55155 R RGIBE MROM V B (2)G516 330; 3'-b" LENGTH 5PAGIN6 a q 2 (U.N.O.)PER SHEAR WALL ° - MIN.5 I/2"WIDE MEMBER o W A G516 3'-6" 8d SINKER AT 4 /8" Ib50tt SCHEDULE 3, GIRDER 7RU55 OR BEAM , FOR CONDITION G dD F W B 2 G516 3'-b" 8d SINKER AT 4 I/8" 3300# g OFFSET FROM CORNER. • •° • * S 12.2X 57UP OR BM.PER PLAN 1 6 4 2 - MIN.1 1/2'SPACING BETWEEN V G GMSTGIb 4'-4" Ibd SINKER AT 3" 4'100• - 4. LINE OF BEVELED BLKG.A/E.N. ROWS OF NAIL5 {°°°� ��wwII {� ® }may 13.PLYWD.WHERE OCCURS PER 3 OF ROOF SH7'G.SEE 13/SN2 IF PLAN VIEW W D RA� SEAM T® Y°1ALL: I/ETAILr= 1O L/RA� ® TAI� 14 PLAN. APPLY PRIOR TO NOT BEVELED.APPLY 16d's AT OF G516 STRAP NAILING PATTERN Q W LOW ROOF INSTALLATION T _> "O.G.TO THE GIRDER TRU55 GT2 10084N CONDITION A W/PLYWD INSIDE 8 STRAP END LENGTH NAIL SIZE AND 5PAGIN6 CAPACITY � Z NOTE; (MIN.5 BAYS). Qly I I I. 2X BACKING BLOCK W/Ibd I. G5lb OVER SHEAR PANEL OVER 2X 5. PROVIDE CONT.STUD/S OR POST. -AT CONDITION B LOCATE p 10 T 5 A G516 3-(P" 8d BOX/SINKER AT 4 I/8" Ib50s �II 1 qO Q� O NA IL5®6' O.G. BLK'6 W/8d®2 /I6"O.G.EXTEND W/B.N.NEXT TO OPENING. T 1 SIMP.H2.5 PRIOR TO 5. ROOF 5HEATHIN6 S. (2)G516 3'-b" 86 BOX/SINKER AT 4 /8" 3500s 5 2. 2X RAFTERS OR TRU5555 ONTO HDR,OR WINDOW SILL d ACROSS 6. HEADER PER PLAN. _ _ INSTALLATION OF 2X BLKG _ 6 MPSON 5TRAP GUT TO ~ Q W PER PLAN, SHEAR PANEL TYP.EACH CORNER '1. WINDOW 51LL. 2 ' '----- W ° FIT ON WALL AS SHOWN d G GMSTCI 6'-6" III SINKER AT 4 1/2" 4'100• Q T 3. BOTT.CHORD OF TRUSS OR OF Ofiii(ALT.INSTALL OVER 2X 8. POST W/51MPSON HOLDOWN PER o10 9 3 ° Z�- 2X GEILIN6 JOIST,SEE PLAN MIN.BLK'6 ABOVE d BELOW OPENING PLAN WHERE OCCURS 5 ACROSS ALL BAYS OF BLKG. D GM5T14 b'-6" ad BOX AT 5 12" 5500• =N / 4. 2X FULL HT.BELEVED BLKG. FULL LENGTH OF SHEAR PANEL). NOTES: - - - • �r` � AS RECID.MIN.(4)BAYS W/MI D0032N L.L Q J 3 F I n IF NOT BEVELED SEE 13-5N2. 2, DOUBLE 2X TOP PLATE. -INSTALL HOLDOWN ON RETURN WALL (3)NAILS TO EACH BLOCK. Z W W 5. TYP.EDGE NAILING. 3. 2X 5ND PER PLAN a CORNERS WHEN APPLICABLE. O 5IDE �] tu N W __ _ 6. FLOOR SYSTEM PER PLAN. 4. HATCHED AREA INDICATES PLWD. -USE FULL WIDTH BLK 6.d WINDOW SILL 1 11 VIEW T. END LENGTH 8 5PAGIN6 PER DRAG ®ETA I L 3 w' 'I, 2X ELKS.OR LEDGER IW SHEAR PANEL ALL AROUND OPENING FOR STRAP ON BOTH SIDES OF DEL 4 b 2 TABLE BELOW. ✓ '`� W�i Y Ibd'e®b"O.G. EI,BHT. PROVIDE B.N.®BLK'6 d ED6E5 OF SIDED SHEAR PANELS. Ji TRU55 OFFSET 8. PROVIDE 2X4X4'-O"MEMBERUa. 1/2"THICK Q Q Q _ BLOCKED.6. SHEAR WALL �� _ NEXT TO TRU55 AT GO N ll1 0-J O.C.O,G,T PLYWD.SHT F AL EDGE O.G.ED6E5 d / -- _ __ _ q B 4 NAI TO 55 W/Ibd'S® I. PLRANS,F NOT CONTINUOUS L L RU 10 �l O r 13 --- 7 4"O.G.STAGGERED d FOR SPLICE PER TABLE BELOW ..`` U w Z 11 ROOF 5H 6. CONDITION G d D USE DBL. V Q w a O 10 Ibds 6 6 O.G. •i �, ALTERNATE CONNECTION O 10 5 TRU55 W/NAILS a 4"O.G. 2. PLYWOOD 5HEATHIN6. / 0 2�Q II II ALTERNATE CONNECTION y ^^l<J ROOF PERPENDICULAR D U51NG FLUSH BEAM. : �\ / 4. DRAG TRU55 W/LINE OF E,N. Y 3. SEE TABLE BELOW;0513 _ LL U t>u U 4 _ 12.SHIM AS REQUIRED. 6 2 b 10.LINE OF BEVELED ELKS.W/ Y n SPLICE MEMBER TO BE FULL 3--0 i „-EKm a.-J,. A:_a,NC M t++O / T E.N..IF NOT BEVELED, SEE DEPTH OF DRAG STRUT. W Q O J l AT _ _ IF DRAG TRUSS 15 A JACK he i adherence t' 'it• 10 2 " �/ 5IDE TRU55.PROVIDE PLWD.TYPE ° ° ° j III PRO ECT NUMBER bO"14O rin .-a is mH enbin 1 ° ng Per p 9 V W t FROM TOP TO BOA.CHORD "E r � - USE SINKER NAILS AT CENTERED®E9PL GE POINT, opal oy a acN cao e�.y a g�c es ISSUED DATE: O6/Ob/04 _ STRAPS _ 12 I' '1/ I,� /� I j II -NE USE DEL.ELKS.FOR a issuance or grant ns of a permit c based on 10/2/04 ii STRAP 1 END NAIL SIZE AND TRUSS, - ONE ROW OF NAILS PER not be PLOT DATE --- _ � � NOTE: TRUSS CONDITION B,G E D � Proval of these plans shall construed to -NAIL BOTH PLYWOODS 3 - NAILS TO BE(2)ROWS OF a mlt or a i __ LENGTH 5PAGIN6 STRAP \ IOd's COMMON NAILS SPACED approve any v'clat on o"the applicable DRAWN BY: K.P. ° ON SAt-1E MEMBER. 1/2"ASP�GIN6 BTWN ROWS A IS 2 ME ce;fes or ordnance No permit prelim n to give B* 2 115 3-6" 8d AT 2%Ib" 165 0• *4 47APPLY N MEMBER SIZE ALT. CAPACITY 0 2 O.G. author ty to violate or cancel the provisions of such REVISION BY: -� v " -� ALTERNATE GONNEGTION D* GM5TI416 b-b" IOd AT 3 I/2" 5600• **OF CONDITION TRU55 IN L DE b 2 13 -- - PTH 05Bx48"5Tb224 2000R codes snau be valid. E 2x4•2 DFL xb'-O"LONG ST6236 3400• ROOFPARALLEL 8 Iy 5 LI 5 3O If 8 CONDITION B W/PLYWD OUTSIDE G 2xb•2 DFL x8'-O"LONG MST48 4900• SHEET NO.: re/7 THROUGH GE I L'G. ®ETA I L cLj-sa/19 1OPENINIS @ SHEAR WALL 115 H I C H TO LOW ROOF Doo M11DRAG DETAIL 8 DRAG DETAIL 4 SD-2 2o CQlS RY.T Y I. PLYWOOD 5HEATHIN6 W B.N. I Q 3 2, ROOF 5HT'6. I 2. PROVIDE 5 M UNDER AND® I I. STUD,POST OR TRIMMER PER I. L 2 F®EACH CORNER SEE ITEM b. 2X WINDOW SILL TYPICAL 3 2 O 2. SEE PLANS FOR SHEAR TABLE BELOW.DBL.STUDS d #12 FOR ALT. TRANSFER STRAPS®CONDITION"B", 7. OPENING PER ARCHITECTURAL THE SIDE OF THE SMALLER 2. L550 FROM POST/MULTI STUD TO R. 3. DBL.TOP PLATE 3. OVERFILL RAFTER5 BEAM A5 REQUIRED. 12 PROVIDE EDGE NAILING OF TOP d BOTTOM.ALT.(U EACH FACE b. HEADER PER PLAN EXTEND TO P05T 4. 2X CRIPPLE WHERE OCCURS v 5SHEAR UDS PANEL ALONG BOTH a' 3. NP.2X FLOAT®EDGE OF OPENING q' (2)2X TOP PLATE 5. TIMBER5TRAND P05T PER 4. 5HEAR/GIRDER TRUSS PER 3. P05T Y'V 5IMP50N GGQ OR G. _ _ MANUF.SPECIFICATION ,>; MANUFACTURER / GG,SEE PLAN. 2. REFER TO PLANS d TABLE 4. FULL HT.POST OR MULTI STUD PER 10.APPLY 5T6236 IF WIDTH OF OPEN'S. b. PLYWOOD TYPE 10 U.N.O. ?--_ I 1 BELOW FOR STRAP,k OF EXCEEDS b'-O"d IF THERE IS NO S. 2X BLK'6.W/Ibd's SINKER 4. POST E PLAN.N EGGQ OR � � qt PLAN. (EDGE NAIL TO HEADER AND NAILS AT 6"O.G.SEE DETAI _ EGG,SEE PLAN. 2 NAILS d END LENGTH AT TRIMMER 4 TOP PLATES).ELIMINATE 1F 13/SN2 FOR NON-BEVELED = 13 EACH END 5. 2X TRIMMER W/Ibd 0 b"O.G.TO HEADER 15 FLUSH W/TOP 4 BLOCK NOTES: 18" POST.IF THERE IS NO ROOM FOR 11. 2X SILL PLATE TYPICAL N.N.OJ 15 PLATES 3. FLOOR SHTG.SEE PLAN TRIMMER,USE HUG(UN.OJ HANGER T. CONT.HEADER(PER PLANS) b. MANUFACTURED TRU55 W/ * ALIGN BEAMS TO RECEIVE -� ^ q TO CONNECT HOP..TO FULL HEIGHT 12.ALT.LOCATION OF A55F(1)EACH q b. CURB WHERE OGGUR5. APPROVED HANGER 2 STRAP 4. MIN.II R. DEEP BM.ORI. TYP.2X STUDS HEADER.SEEP05T d U5E 5T6236 TO CONNECT FACE OF EACH HDR TO P05T , q. PORTAL STRAP ON BOTH "I. LINE OF BLWO.INSTALLED * ALT.LOCATION OF STRAP I42. ADD 2XFLAT STUD HORS TOGETHER.CENTER STRAP NOTE: --- - - 3 I 5. LINE OF BLKG.UNDER SHEAR4400 Campus Drive 5 SIDES OF PANELBY TRU55 MANUFACTURER ON TOP OF BEAMS ®POST. USE APPROVED HANGER TO CONNECT AND TO TRANSFER 250 PLF WALL Newport Beach 3. 16 d's®b"O.G. 14 "1 6 10.TJ SHEAR PANEL M.)PER TO TOP CHORD.IF 61RDER HDR.TO P05T IF THERE IS NO ROOM I 2 5 6 b. WHEN W/FLOOR.TRUSS, CA 92660 FOR TRIMMER TRU55 IS NOT S LOAD, TO PROVIDE WEB FILLERS AS PLAN(SEE MANUF.SPEC) II. 1.3E BORATE TREATED TRAN5FER THIS LOAD, AIR&&STRAND APPLY SHEAR PANEL 1 FROM STRAP RECEIVE NAILI AIR GAP I TYPE II �- -•••-- • II 12.HOLOOWN PER i 1 1. DOUBLE TOP PLATE Newporc Beach 3 t 2 T MANUFACTURER'S SPEC. T • • tel 949.752.1612 / 2 8 9 10 r 8. 2X SILL PLATE O14. TOP OF SLAB. •^ fax 949.752.5321 1 14.TOP BLOCK PRE-DRILLED 2 q. SEE PLAN FOR SHEAR WALL • 13 FA�R USP WSb LAG 5CREW5 - - 12 (5EE MANUF.SPEC.) 4a-� 10.CRIPPLE WALL ABOVE HDR 12 ° . . alm Springs VARIES 15,OSB SHIM(7/8"MAXIMUM) 5 b I! T te1760.323.090 3 II. SOLID BLKG.UNDER P05T 3 3 4 OR STUDS ABOVE b 12.END LENGTH WALL ABOVE 2 15.SOLID RIM OR BLKG.SAME HUAN NGUYEN,P.E. DOC44 J0043 TO BELOW WIDTH AS P05T ABV.4 SLW. 6 ALT.LOCATION - ®LOCATION OF STRAP iOF A35 �� 14.PROVIDE MIN.END DISTANCE QpOFESSION PHONE PANEL DEVIL PHONEPANE„� 15 n., TJ@ SHEAR PANEL PORTAL 9 SHEAR TRANSFER 5 CONNECTION DETAIL 3 OF 1 5/8"FOR CS d GM5T �a TJPORTAL b g 12 STRAPS. h�E JPN NO4YF Fy I. SEE PLAN FOR SHEAR PANEL I. SEE PLAN FOR SHEAR I. ROOF 5HEA7HIN6 2 c TYPE ! - �___ - PANEL 2. EDGE NAILING 2. 2X BLKG.ENTIRE LENGTH OF j `,9 P'Tt 3. H2.5®48"O.G.TYPICAL15. OCCURS.WALL WHERE3.x )I } 2. 5EE PLAN FOR HOLDOWN 4. 2X BEVELED BLK'6.NV 16d'sSHEAR WALL I STRAP 2 ®b"O.G.IF NOT BEVELED, NOTE5. ---. T DETAIL 13-5iN2 13 b Q 13 D 4Ev� 2 3 3. SIMPSON G516 STRAP AS 8 10 I � 3. 4X6 POST MIN.AS SHOWN 3 5. TY TRUSSES P R TRUSS �' -ALL STRAPS ARE SIMPSON 9fP CI V I l CAII SHOWN - MANUFACTURER STRONG TIES OF FOAa 4. 2X4 STUD(U.N.O.) b. SHEAR/61RDER TRUSS - A , 4. HEADER,SEE PLAN - DESIGNED BY TRUSS 5. Ibd's®3"O.G.STAGGERED 5 -TOTAL LENGTH OF STRAP TO BE DETERMINED 0 THE b. STRAP TO BE MIN.2 3/4" b ENGINEER �' SITE BASED ON END LENGTH 5. WINDOW SILL 4 , W/APPROVED HANGER BY -16d's SINKER(0.148"m)NAILS T AWAY FROM CORNER REQUIRED d CLEAR SPAN b. POST PER PLAN W/E.N. TRU55 MANUFACTURER ��B L 4 ) ZI� REVISION$ T. SHEAR WALL B.N. . LINE OF BLK'6.INSTALLED 7 P CAN BE REPLABED BY IOd's 8 „ a O NOTE: \ A L BY 70 TRANSFER 250 PLF MANUFACTURER �( G LD COMMON R SHE'm)NAILS. NO. DATE DESCRIPTION 8. ALL LOCATION OF SHEAR q APPLY G516 STRAP VU(18)8d PANEL -� b TOP CHORD O-GIRDER. NAILS(MIN.)TO HEADER d TO 4 IF GIRDER TRU55 IS NOT ` r -GUT FLOOR SHEATHING TO 2 b 2 8 INTERIOR CONDITION NO b ALL BAYS OF BLOCKING® 4 2 4 5 Q DESIGNED TO TRANSFER r ' 2 1/16"O.G.6 SHEAR WALL LOAD,APPLY PLWD.TYPE II OVER U b p' U' -L ATE STRAP OVER PLWD. i q. CHORD RD NAILER OR TOP J SHIM PANEL NECESSARY TO TOE CHORD OF TRU55 W/Ibd's 10.ALT.LOCATION OF PLYWOOD AVOID BENDING THE STRAP TYPE II 8 2 II. 2X FLAT 5LK'6. T Cl) q 3 5 VIA I 5D PANEL15 4 ALT.CONDITION `Y 3 1 a 1 12 1 D,� k Y � _ � �� f\ RESTRICTIVE NOTICE PLAN /IEW a �oRO �, THE SE DESIGNS,ORAWING(AND SPECIFICATIONS ARE THE EXCLUSNE 3Eb0 D0102 D0103N g. E PROPE0.tt OF GOWIS ENGINEERING 1 S CONSULTING GROUR AND AU. SHEAR PANEL DETAIL 16 WALL ELEVATION @ OPENING 13 CONNECTION DETAILS 10 SHEAR TRANSI=ER 6 6 �DNRDNT�TOALL°%ENTS ..E 1 2 AND NO PART OF THESE DRAWINGS GN BE COPIED,TMNSFERED.OR I. EDGE NAILING O3 O _ .,- 4 REPRODUCED.NORcANANT I. HEADER,SEE PLAN. 3 II 11 I. ROOF SHT'G. STRUCTURES BE BUILT FROM THEM 2. FLOOR SHEATHING I. 2X8 BLKG. AT CONDITION v -� '�f 1 G �� WITHOUT WRITTEN CONSENT OF A d 2X FULL DEPTH BLKG. _ 2. DBL.TOP PLATE. 2. 2X BEVELED LEDGER W/(4) _ i'�� GOUVIS ENGINEERING CONSULTING 3. FLOOR SYSTEM AT CONDITION B W/LINE . 5 Ibd's PER STUD U.N.O.(IF NOT j GROUP T EDGE NAILING ALONG DRAG 3. CRIPPLE WALL WHERE BEVELED SEE 13-5N2). - 4. 2X MEMBER,1 1/4"TIMBER OCCURS. COPYRIGHT GOIMSENGINEE0.ING LINE MINIMUM(4)BAYS U.N.O. CONSU OR LVL CONT.RIM 1- 2 3. E.N. q T E 7 9 3 13 /� ALL RIIS-R6EAVID OR BLOCKING PER PLAN. 2. 51MP50N R516 STRAP TO BE 4. 4X TRIMMER U.N.O. O Q 6 2 g [` 12 SEE DETAIL 13/5D-2 FOR APPLIED OVER ALL BAYS - I 4 4. Ibds®6 O.G.N.N.0). SHEAR TRANSFER pp ggLOGKING(MIN.4 BAYS 5. 2X KING STUD W/Ibd's®16" 1 U.�,OJ O.G.TO TRIMMER. n 5. H25®48'Or,.FROM ALT.#2 PRE-FAB TRU55 PANEL g 5. SHEAR PANEL PER PLAN ,� LEDGER TO STUDS. 3. STUD OR F05T PER PLAN b. SIMPSON HOEDOWN. O 6, 2X SILL PLATE H NAILS PER 1 10 ? b. PLYWOOD TYPE II ENTIRE � SHEAR WALL SCHEDULE 4. LOCATION R 2ND IMP50N 1 5 "!. E.N.OF SHEAR WALL ON ,,,��� 3 ' LENGTH OF WALL U.N.O. �J Y A (I)G516 1650# RE APPLICABLE , i� TRIMMER d KING STUD. 12 V TABLE FOR 7JI FLOOR STRAP WHE 1 +' -1. 2X STUD WALL STRAP GAPAGI ' 1 2X BLK'6. Q 5. TYPICAL I"JOIST. �� 8. SHEAR PANEL,SEE PLAN. ALT CONDITION v 8. A35 RIM JOIST TO EVERY g 2 G516 3300# b. WEB STIFFENER -O"LONG / b 8. FLOOR SHT'6 d FLOOR q. MIN.(3)Ibd s TO END OF !I SYSTEM. B 6 b OTHER JOIST PROVIDE WEB ®EACH SIDE OF"1'-JOIST HEADER. 1 1 \J FILLER W/ASS NAILING j yr q. FOR ALT.CONNECTIONS = g TYPICAL SIMPSON H7520 8 13 5EE DETAIL(II-SD2) -- ✓� -v 8. TYPICAL 2X FLOOR JOIST. CONDITION B. _ E STUD/ #OF NAILS® MIN.END q. DBL.BLK TO RECEIVE BOTH I 10.2X BEVELED -SN2 AS _ STRAP POST EA.END LENGTH GAP. LENGTH Q 4 SHOWN.SEE 15-SN2 FOR Z 8 #- 4 tl"- 2X I G516 d HT520 d NAILED _ A I G516 II Ibds SINKER 650 k ' l) `� NON EVELED BLOCK.O 8 /�q� 3a Q TOGETHER W/(1S Ibd NAILS `{ �'ili \ g(2)G516** (2)2X4 IUlbds SINKER 3300# II" STAGGERED.USE FULL DEPTH 4PLY _ BLKG.FOR CONDITION"B^ II. NHE SHEAR WALL PER PLAN O WHERE OCCURS APPLY PRIOR 3 G516** 4X6 (IUlbd's SINKER 4g50# 11" v_ TO LOW ROOF INSTALLATION D GM5TI4 4X4 (37)Ibd's SINKER 5'105# 54" J 5 1 _ E GM5TI2 4X6 (50)Ibd'S SINKER 80g5# 45" Q 12.ROOF 5YSTEM CAN BE PARALLE F(2)CM5T14 4X6 (57)Ibd's SINKER 11410# 54"' 4 I� OR PERPENDICULAR TO WALL. 9 T 3 b V V ! b O E 'I q G(2)GM5TI2 bX8 (50)Ibd's SINKER 16190# 45" W / 13.SHEAR TRU55 OR TRUSS PANEL - BLOOKS TO TRANSFER 380 PLF ALT.#3 CONTINUOUS PLYWOOD PANEL T W *GMSTI4 d GO F0 ARE ONLY APPLICABLE _ _Q A T ITI CAN BE USED AS ALTERNATE AT POST TO POST GONNEGTION U N L .GOND ON .� T P YW TYPE II. AN T T I CONDITIOND. O L OOD **AS AL 0 2 d 3 GS b s USE O O F T,.J7, I. ROOF SHEATHING A. SHEAR PANEL TYPE ON SHEAR WALL Q W SHEAR TRANSFER 17 I f> FRAM I N6 DETAIL 11 FLOOR TO R00F 5.7. 7 2. 2X SHAPED BLOGKIN6 TO RECEIVE E.N. HOEDOWN DETAIL 1 _ GE55 � D0046 SEE DET'L.13/5N2 FOR ALTERNATE B. SHEAR PANEL TYPE D0050N7 -� Z (1 BETWEEN TRUSSES. O 4a 3 a 2 4 b U I. NAILS G516 W/e�dC. SINKER I. DRAG STRUT CONTINUOUS PER 3. DOUBLE TOP PLATE L MULTI STUD OR POST d 0 d)LU I. POST PER PLAN. O ^ NAILS®2 1/Ib"O.G.GUT TO PLANS.IF NOT CONTINUOUS G. SAILING OF Ibd'S COMMON 4 4 NOTES: 3O l , T _ FIT OVER ALL BAYS OF SPLICE PER TABLE BELOW. 4. 2X4 MEMBERS AT EACH SIDE OF TRU55 NAILS Q 2. STRAP TYPE,SEE TALE 2. SM.PER PLAN,CONT.OVER �I`IDITION"A" !� Q BLKG.WHERE APPLICABLE. ` 7 4 2 to a O l INTERMEDIATE POST. SLIT TJI WEB TO RUN STRAP Y 2. PLYWOOD 5HEATHIN6. 5, 2X FLAT BLOCKING D. 5PAGIN6 OF ROOF 5HT'6 2 3. DBL TOP PLATE OR U- Z 13 Z 1 THROUGH. 2. TYPICAL ROOF RAFTER OR EDGE NAILING DROP BY.PER PLAN. Q Q I N 3, BM.PER PLAN,MITER GUT TOP CHORD OF TRUSS, 3. STRAP PER TABLE BELOW. 6. NAILING AT BOUNDARY OF SHEAR WALL ` ®CORNER POST. USE Sd SINKER NAILS ON APPLY STRAP ON TOP OF E. SPACING OF EIMPSON A35 2 4. FLUSH BM/HDR PER PLAN. Z W W C516 AND IOd COMMON -3. 2X FLAT BSK'6.W/E N. 5HEATHIN6 AS AN ALT. T. 4X4 POST,U.N.O.W/EN. AT TRUSS PANEL/CONT. 3 USE DETAIL b/5D-2 FOR W W 4. I/2"0 LAG WV4"EMBEDMENT NAILS ON HST20's 5EE PLAN FOR NO.OF BAYS : PLYWOOD PANEL.ALT. CONNECTION OF BM/HDR TO N W Iy INTO POST. (MIN.4 SAY 5) I" 4. BEAM PER PLAN 8. PROVIDE 2X4 SHAPED FILLER MEMBER L550'S POST(U.N.OJ. o RF Y MIN.1 2"SPAGIN6 BETWEEN/ IN TRU55 CAVITY BTWN.SHEAR TRU55 Q IL Q Q 5. LTP4 ON TOP OF CORNER TABLE FOR 2X FLOOR ROWS OF NAILS 1 4. HIP BEAM OR TOP CHORD �' PANEL/PLYWD PANEL F. 5PAGIN6 OF SIMP NE L550 5. END LENGTH= 18".FOR SAWN � IQ 0_J BM's. OF HIP TRU55. k FLAT AT TRUSS PANEL LUMBER W/SPAGIN6®2 I/Ib" 5TRAP CAPACITY LOCATE STRAP ON TOP OF q. SIMPSON 5T6236 STRAP(U.N.O.) b d 3'-6"FOR MFG'R.PRODUCT �- H •• b. ALT METHOD,USE'PC,'BG', A(UHTS2O d(UG516 1450# FLR.5HT'G. WHERE APPLICABLE 5. DBE.TOP PLATE OR SEAM. - WHERE STRAP 15 APPLIED 6.PRE-FABRICATED TRU55 W/SPAGIN6®4 I/8" Of O.G. V w Z OR'AG'CONNECTOR.SM. d PLWD.SHEAR PANEL,SEE PLAN O 4O 2 ON TOP OF 5HEATHIN6, 10.PRE-FABRICATED TRU55 PANEL TO BLOCK W/CAPACITY AS I Q w a O CAN SPLICE ON POST. B 2 HT520 E 2 G516 2g00# FOR SHEAR PANEL TYPE AND ! b. ROOF SHEATHING W/E.N. ELIMINATE LINE OF E.N. TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. T b. 2X STUD W/Ib d's oa- 5 3 2 4 LOCATION O ALONG LINE OF DRAG. ? PER TABLE ALONG LEN6HT OF STRAP BOTTOM CHORD.SEE'6"FOR REQ'D. \, 1. 'ERG','BG',OR'LGE' ONLY. CAPACITY(FOR ALT#2) NOTES: T. FOR(2)MT512 USE(2)5TI2 �-» 6 CORNER GOND. PROVIDE LINE OF EDGE NAILING T. END LENGTH. END END b 4 = FOR 2 HT520 USE 2)ST212 �- Dc `Q / I6" ALONG LINE OF DRAG LENGTH (�3� LENGTH - MIN.3 1/2"WIDE MEMBER IL CONT.PLYWD.GUT TO FIT PANEL BTWN. MEMBERS RECEIVING 2"O.G. C INC AND FOR(4)HT520 USE Q 09 RETURN BM.,IF OCCURS, v \:J FOR CONDITION G dD T. d B.G.OF TRUSSES WALL ED6E5 NAILING AT ADJOINING 5 APLIC47:xIIJNOF'11T�a HTS (2)5T6224. WILL NEED'W'HANGER TOP STRAP APAGI END LENGTH BLOCKED d NAILED(FOR ALT.#3) PANEL EDGES NEED TO BE -�� FLANGE OFFSET®'ERG' 3 2 Q Q T 8 2 * MIN.I I/2"SPAGIN6 BETWEEN 3X NOMINAL 4,� �..TP 77"t�4X8 SOLID BLOCKING d BC'.MAY BE MITER OUT V A G51b I650# 3'-b" o • a _ 7 ROW5 OF NAIL5.ADD 12.2X BLKG AS SHOWN TO RECEIVE FLWD. _�� fo W/'LGE'ON EA.BM.AS ALT. ry 2xbxSTRAP LEN6HT NEXT TO EDGE NAILING MEMBERS RECEIVING ROOF - Flt?T�`.d{14F'10&SINKER FOR MT512 USE pRO ECT NUMBER 60-I40 �- B(2)G51 3300# 3'-b" • _ • - _ DRAG ELEMENT TO RECEIVE EDGE NAILING NEED TO BE z a. m GOR3IMON NAILS FOR HT520 ) / END = 2ND.STRAP,NAIL W/166's 13.4X SHAPED BLOCKING BEVELED,SEE 13/5N2 FOR _•,o a nI''9 Pa bd SINKER NAILS FOR G516's ISSUED DATE 0b/08/04 IV / -- ---- - --- 11 'PLAN VIEW I x l ADD 2"X4"X48"LONG o al ;a E T U51 (g)bd's 0 EACH OF G516 STRAP NAILING PATTERN m 4"O.G.57A06. NON-BEVELED MEMBERS /� F Y 9 - ;;ty 9 °6' GUT GS STRAP,TO MEET MIN.-H MEMBER TO RECEIVE 2ND. P' ' 4 Da Colt LLcu ,1� PLOT DATE O/21/O4 SHEAR WALL SCHEDULE,U.N.O.ON PLANS of a E^"`�,r ACH STRAP. C516 d NAIL W/I6d's 6 4"O.G STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY S ° S coaPRO I E I I/2"SPAGIN6 BTWN .'I STAGGERED. A G516 3'-b" ad BOX/SINKER AT 4 I/8' 1650k A S G D E F 6 Tye I -Ius s I p1` DRAWN BY: K.P. .•.•.•. z"pro A MULTIPLE CS ,he ROkL- NAILS I y u n�TRAP,S.z REVISION BY: B* (2)C516 3'-b" 8d BOX/51NKER AT 4 1/8' 3300# 10 I b"O.G. 6'O.G. 24 O.G 24"O.G 260 I any ItO 6 •••••-••••••.-••••••. / - II 12 4"O.C. 4"O.C. Ib O.G. 16 O.G.350 ccr �,,,d ALT. GAPAGITY 4 4 9 CONDITION"B" 5 Ell, b'6" Ibd SINKER AT 4 1/2' 4700# 12 13 3'O.O. 1/2 OL. 12 .G. 12 0.C. 490 APPLICATION t o ➢ c A I)G516 ON 2X4 2)MT512 1650* SHEET NO.: Q J� ' D GMSTI4 In'RD"AT 3 I/2" 5500# 13 14 2'O.G. 2"O.G. b'O.G. b"O.G.665 OF G516's cones B 2)G516 ON 2-2X4(2)HT520 20g0# ,I 18 DRAG INTO FULL Ib"MI 14 14 2"O.G. 2"O.G. 8"O.G. 8"O.G. 8?O G G516 ON 4X6 (4)HT520 4200# c GONNEGTION DETAIL HEIGHT WALL 14 DRAG DETAIL DD 11 12 DRAG DETAIL D0042N 8 SHEAR TRANSFER D0031 4 HOLDOWN DETAIL D0041 2 S®-3 avn Isrr# I. ROOF 5HEATHIN6. I. ROOF 5HEATHIN6 I 5 3 O 2. ROOF TRUSS. I. DOUBLE TOP PLATE. 3. EDOE NAILING. 2. EDGE NAILING 4. 2X BEVELED BLK'6.IF 2. TOP BLOCK PRE-PRILLED BLK'6.15 NOT BEVELED, FOR USP W56 LAG SCREWS 2 3 3. 2X BEVELED BLK'6.W/A35's �)'i SEE 135N2. (SEE MANUF.SPEC) ®4g"O.G.U.N.O.IF NOT Hi 5. GIRDER TRUSS/SHEAR TRUS5 BEVELED,SEE I3-5N2 3 WHERE OGOUR$ 5 2 3. TJ SHEAR PANEL PER n 6. 16d's 0 4"O.G.STAGGERED. PLAN 6 MANUFACTURER'S / 4. SHEAR PANEL TYPE IO "I. SHEAR PANEL PER PLAN. SPEC. 3 (U.N.0) / q. CALIFORNIA 15AM S FRAMING. ! �T T�JTC W 2 9. USE SAME SHEAR TYPE AS 1 4. HOEDOWN PER V �/1J /� 5. SHEAR PANEL EDGE NAILING BELOW. MANUFACTURERS SPEC. TO LEDGER r 10.2X BLK'6.W/A35 0 V'O.G. g� ,Iy OMIT A35's IF PLYWOOD 15 g 5. 05B SHIM(Va"MAXIMUM) ul"m p U 6. 2X8 BEVELED LEDGER W/ CONTINUOUS TO UPPER-1- `O""'I""8grOk in8 (6)T Ibd PER STUD 5TA56.IF II. A55 0 g"O.G b. 1.3E BORATE TREATED NOBEVELED,5EE 13/SN2. 6 3 II 4 TIMBERSTRAND WITH I/2" 4400 Campus Drive T. H AIR GAP 1 . TRUSS PER PLAN ! Newport Beach y g. APPROVED HANSER5 CA 92660 �Q Q 2 - --- � 5 " '�\ v i' ^, Newport Beach y H 5 Fl Q4 6 tei 949.752.1612 b - I fax 949.752.5321 I Palm Springs 77-7 t- Y 10 } tel 760.323.5090 b 3 l III 4 2 HUAN NGUYEN,P.E. GE30 GE31N --�- ALT.CONDITION ALT.CONDITION GE34:NTJ 19 15 11 SHEAR TRANSFER 7 SHEAR TRANSFER 5 7J-5HEAR PANEL 1 oQ�oFE55,otiq N�ULF.�f2 1. FLU5H BEAM NOTGHED AS I. E.N. L9 SHOWN 3 Z z 2. SHEAR PANEL WHERE OCCURS. W 13 4 I G D 5 6 T g I f3 D 6 B ✓ 2. OVERALL BEAM DEPTH. Q OQOO i� # P. / 07 t FLOOR 5HT'6. 3. DBE.TOP PLATE,BEAM OR _y�v � 9p C/V 1 L POST. V . I 4. FLOOR SYSTEM. FOF CAS\vo O 4. MATCH SLOPE OF ROOF j 5. APPROVED HANGER. i t b. 2Xb BLOCK W/(2)16d's PER a-- NO DO NOT OVERGUT �-C r•�• 7✓ G �� i BLOCK INTO BEAM. REVISIONS T. BEAM PER PLAN. NO. DATE DESCRIPTION I' 8, ALT.LOCATION OF SHEAR PANEL PER PLAN. A - I 3 T T 9 3 5 b n I I ALT.#1 PLYWOOD PANEL II RESTRICTIVE NOTICE THE SE DESIGNS,DRAWINGS,AND SPECnArya DARE TNEEINEFRiVE GE33 G V\ 1 \ G_7 PROREATY11"I RISENGINEERING CONSULTING GRWP,AND All AT SHOWNIS \"' � INFORM ON 20 16 1Z ®TMH 5SHEAR TRANSFER G CONHDENTVL GALL RKIREN S J - _ - AND NO PART Of TIE4 DRAWINGS I. BM PER PLAN BOTT®10'-I R CANRECOPIEO,TRANSRER�®,Dc W/HUCTF.OK TO NOTCH 1a' I. ROOF 5HEATHIN6. REPRODUC D.NORCAN ANY 2. BM PER PLAN BOTT®9'-I" _ 2. BOUNDARY NAILING SIWjr,,D SBEBULT CONSENFROM T 3. 51MP50N 5T6236 !� _-' 3. ROOF TRU55 PER PLAN IT SENGI'EERIN CONESUTIN 4. SIMFSON 5T6224 OF GOUVISENGINEERING CONSULTING S. P05T PER PLAN 5. SHEAR PANEL TYPE 10 U.N.O. GRouP 6. (2)51MFSON T522 T O T 9 O 13 6. 2X GRI PPLE WALL. COPYRIGKr GOLN'S ENGINEERING g T. 2X SILL PLATE W/16d's a 4" CONSULnNGGROUPmw O.G.. ALL RIGHTSREERVED I 1 / 3 4 ALT.#2 PRE-FAB TRUSS PANEL 2 8. 2x BEVELED BLK'6.W/A35 Y Y a 24"O.G.U.N.O.IF NOT E0. BEVELED, EO. 5EE 13-SN2 Q PANEL�GATION OF SHEAR 10.2X BLOCKING. B II. 2X SHAPED SILL PLATE W/ jam_ 2 I6db®4"O.G.TO BLK'G. w 7 12 �i T •� _ _ _ Q V'"Cry i b _ 4 9 3 O IL J 2 T E T 9 3 H Q 5 5 -- --- W V ALT.#3 CONTINUOUS PLYWOOD PANEL ALT CONDITION uj � Q 1. ROOF SHEATHING A. SHEAR PANEL TYPE ON G-39 SHEAR WALL 21 117 113 CONNECTION ®ETAIL lu 9 2 SEESDETAIILL155N2IFORALERNA71E B. SHEAR PANEL TYPE SHEAR TRANSFER 3 Q CCB, BETWEEN TRUSSES. J Z 3. TYP.IX OVER 2X TOP PLATE G. M. 5PAGIN6 OF Ibd'S COMON -__-_ t� 4. 2X4 MEMBERS AT EACH SIDE OF TRU55 NAILS I. PLWD.5HT'6.W/E.N. lu 2. BEAM PER PLAN. I- 5. 2X FLAT BLOCKING D. 5PAGIN6 OF ROOF 5HT'6 i' 3. DRAG TRU55 W/E.N. EDGE NAI LIN6 PER PLAN. lu � Z QZ 6. NAILING,AT BOUNDARY OF.SHEAR PANEL 4. TYP.8d NAILS 0 2 I/I6"O.G. Q Q S E. 5PAGIN6 OF SIMPSON A35 5. STRAP PER TABLE BELOW. J -1, 4X4 POST,U.N.O.N E.N. AT TRU55 PANEL/CONT. ;F b. END LENGTH. W W W PLYWOOD PANEL.ALT. s T. B'd NAILS 0 4 I15"O.G. 8. PROVIDE 2X4 SHAPED FILLER MEMBER L550'5. (MIN.3 PER ELK) J Jl❑W IN TRU55 CAVITY BTWN.SHEAR TRUSS FULL HT.BLK'6.IW E.N. d)of y PANEL/PLYWD PANEL F. 5PAGIN6 OF 51MPSON LS50 i EXTEND STRAP OVER ALL U Q Q 4 FLAT AT TRU55 PANEL BLK'G.ADD 2X4 BLK'6. !l_J 9. 51MPSON ST6236 STRAP(U.N.O.) E NAIL W/(3)166's TO FULL in G. PRE-FABRICATED TRU55 HT 5LK'6.TO RECEIVE 2ND I- F a•• 10.PRE-FABRICATED TRU55 PANEL TO BLOCK W/CAPACITY AS 'ALT. STRAP 6 CONDITION"B". ..`` w aw O TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. V BOTTOM CHORD.SEE"0"FOR REOV. --- $� FLOOR NOTE: � H O F CAPACITY(FOR ALT#2) NOTES: T 2 (P,l STEM 3 L15E PLYWOOD TYPE 10 FROM a/ _�LaJ TOP TO BOTTOM CHORD IF LL IL CONT.PLYWD.GUT TO FIT PANEL BTWN. MEMBERS REGEIVIN6 2"O.G. - F �� FtRA6 TRU55 IS NOT U5ED. �- cc wQ O T.G 8 B.G.OF TRUSSES WALL EDGES NAILING AT ADJOINING N BLOCKED 8 NAILED(FOR ALT.#3) PANEL EDGE5 NEED TO BE ^'AYES,Ili ND 12.2X BLKG AS SHOWN TO RECEIVE PLWD. 3X NOMINAL S,.TT - ' 7 P NAILS SIZE GAP. EN&TH L EDGE NA L I N6 MEMBERS REGEIVIN6 ROOF A 61) b 1650# 3'-6" EDGE NAILING NEED TO BE Y B* � 94t� 3-6 PROECTNUMBER 60"140 13.4X SHAPED BLOCKING BEVELED.SEE 3/SN2 FOR a s na a q.a -°'^ 1 NON-BEVELED MEMBERS i `� ,� WbEN UF91N6"8ONDITION d AB 2X4X4 O LONG ISSUED DATE: Ob/OS/O4 SHEAR WALL SCHEDULE,U.N.O.ON PLANS a c a XT TO TRU55/FLOOR PLOT DATE 10/21/04 _____ S_Y_SS@h}I TO RD-EI VE 2ND A B G* D E F* 6 *NAIL AFTER 7 f a t NAIL tkJ✓Ibds 0 3" 10 II b'O.G. b'O.G. 2 E O.G 24"O.G 260 ROOFING 15 al na7.C:STA66: Z 1'JOIST, DRAWN 8Y: K.P. II 12 4"O.G. 4"D.G. 16"O.G. 16"O.G.350 LOADED °' a a',onFt:GbR 1(o4'X (� REVISION BY: 12 13 3'O.G. OL. COL. VOL. 490 / b ° rlt TTOM1sF'P.:AidGE. O.C.TO 13 14 2"O.G. 2"O.G. 6"0/: "O.G.665 .'FLOOR _--- t g to „r-al the 14 14 2"O.G. 2"O.G. 8"O.G. g"O.G.gT0SrEM au SHEEP NO.: GE27N ��r b 22 18 1 114110 5/7 @ NONa5EARING WALL GE87 6 1 DRAG DETAIL 14 SD-4 5 SLAB TH I GKNES�- II 1. MINIMUM 4X8 POST 6 2X4 WALL SPECIAL FIELD CONSTRUCTION NOTES - I. 5"X 5"X I/4"X 30"LONG STEEL 6 �" AND 6XH OR(2)4XB IN 2X6 WALL I. P05T PER PLAN I.FOUNDATION DIMENSIONS ARE EXTRACTED FRO^.ARCHITECTURAL DRAWINGS.GOUVIO ENGINEERING :2 Q ANGLE. z I 2. DEEPEN FT'6.6 BEND THE REBAR (,NOTE, 2X 5TUD5 a Ib"O.G. 6 ' 2. SILL PLATE i"y CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR ! g I 5 a GARNER AS NEEDED. II -FOR M1551N6/MISLO-ATED AB.,SEE DET.25/PT-1 FOR FIX.b. INTERIOR FINISH SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD ENLARGED 2. (2)3/8"DIA.CARRIAGE BOLTS. 5 3. DBL STRAP HOLDQWNS PER PLAN 1 1 4. 2X P.T.D.F.SILL NSE 3X WHERE CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OF All ANCHOR BOLTS,HOLDOJNS, PLAN VIEW 1 AS SHOWN.TO BE INSTALLED 3. ANCHOR BOLT.SEE PLANS FOR -FOR OVERSIZED HOLE IN SILL PLATE SEE DET.22/PT-I INDICATED ON PLANS)W/5/8"DIA = EMBEDDED STRAPS AND FRAMING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND 3. SHOVEL FOOTING YL 4 51ZE AND SPACING. FOR FIX. OVER SHEATHING ANCHOR BOLTS a 12'O.G.6 12' LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES, ° �@ 4. SILL PLATE PER PLAN ® -V15OJEEN TO HAVE MIN.12"WELDED LAP AT ALL SEAMS MAX,FROM ENDS OF MUD SILL SHELVES,PATI00,PORCHES,AND STOOPS. ° U�° �'° 4. 12"CONCRETE EMBEDMENT A A 1 `i 1 1 4. 3"CLEARANCE.TYPICAL N.NAJ 2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTH'S PRIOR TO 1 5. #5 NOOK BAR,ALL BENDS SHALL / �/ N.N.O,ON PLANS)USE /1/�T -R-�� FABRICATING CABLES.DOLOR CODING OF GABLES 19 ONLY TO ASSIST TENDON PLACEMENT,AND MAY I MEET THE MIN.STD.HOOK q -VERIFY ALL INFORMATION PER UPDATED SOILS REPORT 2x2x3/I6"WASHER,W/l"MIN. GO MS U`V/1■■ ° „-- S. 2X4 P.T.DF.MEMBER B. ADD%4 BAR BENT DONM INTO BE REVISED AT THE CONTRACTORS OPTIGTL ANY DISCREPANCIES IN,BUT NOT LIMITED TO,DIMENSIONS, 4 ^ 3 3 u� REQUIREMENT 4 FOOTING AT CURB -USE MIN.5"WIDE x b"THICK LEDGER a VENEER. EMBED IN CONCRETE. TENDON COUNT AND LENGTH'S,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE BROUGHT °�!L A 3 A -P.T.SLAB 4 FOOTING TO BE POURED MONOLIGALLY d. 5"GONG.SLAB W/.I/2"DIA. + . TO THE ATTENTION O GOJviS ENGINEERING.PRIOR TO FABRICATION. 6. 2X4 P.T.D.F.PLATE(NOTCH 'III 3/4" 6. ADD R4,5'-0"LENTERED AT HOLDDOPN p a3 ARWND STEEL ANGLE). "^ 6. T'-O"TO THE BOT.OF THE HEADER UNA, gTRAND•MID HT.OF SLAB. w alA a 3.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON THE PLANS PT-21 ° A=A NOTE: K 10 T/8 e. 4X16"TOPe BOTT.BACK W BARS Imggr uy,incw AT CONTRACTOR'S OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT,SEE ALL STRAPS ARE 51MP50N STRONG T T. TOP OF SLAB AT GARAGE a ANCHORS DETAIL!4/PT-U,(5/PT-Il. m B B TIE. I h f. 2"MOISTENED SAND OVER b MIL. 4400 CSf51pUS Drive 4,THE FLOOR BLAB AND FOUNDATION$HALL BE POURED MONOLITHICALLT EXCEPT WHEN SHOWN PONY WALL 21 ° /° :B �Q e. TENDON PER DETAIL. d d K B (' VISOUEEN OVER 2"SAND N.NAJ OTNERW16E. Y ° l FOR MISSING OR MISLOCATED 2 O EXTERIOR PER SOILS REPORT Newport Beath O.DIMENSIONS ARE NOT FURNISHED TO SIMPSON HOLDOWNS.IT IS THE RESPONSIBILITY OF THE £ HOEDOWN STRAP,SEE DETAIL 23-FT-I 1. OVERSIZED HOLE OR HOLE q. b'-b"TO THE SOT.OF THE HEADER l FIN.6RD.PER 9. SEE°TABLE A"ON PLANS FOR CONTRACTOR':$SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO 4. 5 6" GREATER THAN I/16°OVER BOLT IVIL DWGS. EMBEDMENT CA 92660 LOCATE THESE ANCHORS IN THE EXACT LOCATION REFER TO DETAILS FOR PROPER INSTALLATION _ Elm,SON la POST OF ILS 5 c DIAMETER. • a TYP. H. EXTERIOR FINISH W/6.1.EASE 6.PROVIDE 9 x 24'DOWEL®24'O.C.AND 12'FROM CORNERS AT ALL CONCRETE STOOPS PORCHES, 1 I b -`3 = s ° - • a 'R^� HOLDOVBd EACH STRAP IO.T"CURB MIN. u� SCREE PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF POST-TENSION SLAB UNLESS NOTED I 2. ANCHOR BOLT - (2)HPAHD22 10' 4XB(23)-16d's COMMON "f2" ° 11. 1'-10" IN. 4 D.SEE ARCHITECTURAL. o PT-8 12 ° 12. #3 CLOSED TIES a 4"O.G. K. TIE GABLE a INTERSECTION 1 5 B 12 B ^�J ,,II�� (y _ OTHERWISE. 'M- a `fi° } 1.ADMIXTURE$IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. 12"MIN L 12 MIN (2)HPA55 I/4 4XB(27)-Ibd'B COMMON jN SUPPORT ON GONG.ELK,OR S.REQU IREMENTO FOR PRE-SATURATION OF SU53RADE eO1Le AND DAYLIGHT$ETBACK GF EXTERIOR 3. 51LL PLATE P 1 'f (2)STHDI4 4' 4XB(3H)-16d's SINKER G 1p@:�PQS� •Q a PLASTIC CHAIR,SEE PLANS FOR NBWPOfL BOBCII FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 601E REPORT RECOMMENDATIONS. Ili �) 15ED CURB I mid DT I L 8 ° CABLE SPACING. tel 949.752.1612 %ROOFAFLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOAD$ARE STRICTLY PROHIBITED TO BE ' 'a /� II • ° 4. EPDXY GROUT 1- L. REUSABLE PLASTIC POCKET IMPOSED ON SLAB$PRIOR TO STRESSING.BEGIN WALL FRAMING 3 DAYS AFTER CONCRETE POUR IF 4 u� IIIA �/+mF �}@� DE TOP OF HAT. 9 r ` i/2 L FORMER INSERTED IN 3/4"DMA. fax 949,752.532I CYLINDER BREAK$INDICATE MIN.2000 MI STRENGTT. S. SIMPSON BPS 5/B HOLDOWN STRAP 15 EN GRADE TYP / HOLE IN BULKHEAD. Ip.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE PLACEMENT AND E)?S USING EPDXY GROUT FIX USING 51MP.BP5 5/B OSMP ILL L I ° STRESSING G OF POST TENSION TENDONS. PT-22 6. STUD WALL PER PLAN M. AFTER STRESSING AN R PIMA GRADE AROUND THE PE RAINED OF POST TENSION SLAB bHALL BE CONSTRUCTED dUGH THAT `S Palm Springs 'T GLR.NAIL RAIN AND IRRIGATION WATER 16 DRAINED AWAY FROM THE SLAB. Fp@y �Ps Fp@y �}s� FPs I. 4X4 POST N.N.OJ ON PLAN TO BULKHEAD p::�U//� R.ALL SITE AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OF THE FILL, FIX FOR� O VE 1 SIZED HOLE 22 1 tel 760323.5090 PRE-SATURATION,AND CONCRETE SLAB BASE PREPARATION.SHALL BE PERFORMED N ACCORDANCE 1 2. REFER TO PLANS 6 TABLE BELOW D WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND INCLUDED IN THE SOILS REPORT, 2 FOR CANNEGTION TYPE TYPE, Ps. I. xoFE TRANB1-(BEE TABLE APPROVAL,BURN EXCESS B.A MINIMUM OF THREE(3)GYLINDERB/5LA6 SHALL BE TAKEN 10 DETERMINE CONCRETE STRENGTH. 1. 5/6'9 x 6"SIMPSON TITEN HO 'L sTRNfD 'i\, BELOW. STRAND I/2"TO 3/4"INTO RECESS. CONCRETE SCREW ANCHOR, d 5. ADD#4 X 5'-0"CENTERED a 30•MIN. ] .p-.BE -ALB,sEE TABLE _ HUM NGUYEN,PIE. TENDON AND ANCHORAGE MBTALLATION NOTES 2. 3/4"MINIMUM. S 4 HOLDOWN W/IN SHEAR CANE.OMIT STEP T BELovL �q+ Fp.-� 1 %4 BAR IF TENDONRIrHOR CONT. TYP. �XT�7\I®� I O®TIN I.BULKHEAD 13 LOCATING THE CENTER O THE STRAND BUNDLES PER THE DIMENSIONS ON THE NOTES: 2 REBAR EXIST RIGHT O THIS LOG. ? K $. • oaWELs K a'-o°LONG•]a• ON THE TENDON NOT£:BULKHEAD DOES CAST HAYS U 13E BARGED LATERALLY,THEE£PB lq TEfNHON -NO SPECIAL OHOR.F L REGNIR O4 ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). FOR SCREW ANCHORS.FOLLOW MFR. L STRAPS ARE 5IMP50N STRONG - �' U ON LERaTN sc,eD ppOFE$$ION 2.MARK LOCATION OF INDIVIDUAL ANGHORAGE5 ON EACH SIDE GF BUNDLE CENTERLINE PER DETAIL I REGOMMENDAtION FOR INSTALLATION. } ] r rvole "a-STORY 6 a 2-STORY J E'TABLE A'ON FLArvs POR t0 N (d/PT-I)AND DRILL d 3/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED OTHERWISE.DO NOT FRECT 0° 4 TIE. '`9da - �•O$' T'I® E, �y-��/1� 9 rpEY a-arq[Y rH(,ArvE55,AT SEC.] ,,E' JPN NGGy�F MIN.SPACING BTWN.ANCHORS TO BE 6". j". III .a 6'MAX T•]a° ce P L'�Wt ti INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN PLACE. - ° Y wvD e'Mry AT BSc.]B. T f 3.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER DIRECTION, a IF SPACING IS LESS THAN B",USE (INSTALL STRAPS OVER SHEAR PANEL S o•E%CEED3 b° 2 REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND AND UNROLL THEM IN THREADED RODS EMBEDDED 5"INTO ,7j _I B, -EAT�2�F� L DU�` d w 2 CONCRETE W/SIMPSON SET EPDXY -1� AT 9Ec qB(IsmNFofi wBLlnJ. A Q- PLACE,BE GINNINfi 4T THE DE4D-END,IF THERE IS ONE,AT LEAST V OF STRAND MUST PASS THE REFER TO TYPICAL INTERIOR FOOTIN6 - M K \� :?, b; 3 BULKHEAD AT EACH STRESSING END. ,j; Ii: (ICBO%521q)OR EPGON AT ADHESIVE U' DETAILS FOR MORE INFORMATION a �.. - 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 1 NAILS TIGHT TO J \�, SYSTEM(IGBO%5560).SPECIAL - J NFOTE.ry Uor ° INTERIOR _1J-'e. T" 12" P,' b'RewBE THE BULKHEAD.166,RIND SHANK RECOMMENDED. "1 INSPECTION 15 REOD FOR THIS rr\° 3 MIN.V.a 2500 F51 BlbvuN �'� S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I IR'FROM BULKHEAD SUPPORT SO THAT THE SYSTEM. _ �,�� ` `11e_9 � 9f C(y I L P SIMPSON la NAILS xe 1 F 2 CENTERLINE OF TT CAN BE IPa1HE dNCHORdGE9 19 APPROXIMATELY 3 I/1'BELOW TOP 6 SLAB. ° -GHEGK LOCATION OF TENDONS ° ° _ Q STEP R F, ♦ O CALIFOQ' b.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY b'INSIDE THE BULKHEAD.DO NOT PRIOR TO DRILLING SLAB TO AVOID a LDOWN �, SEAS STE META L rA REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND THROUGH THE PT_23 HI7TIN6 THE GABLE. a A-25 4" 20 -166's SINKER 1.STRAIGDHTEN TENDONS CURV EXPOSED ING tE EDM SMOOTTHLYDAROUND HOLES OR OBSTRUCTIONS,PLACE 'k� INFORMATION NOT SHOWN HPA-2B 6" (23)-16d'S COMMO vs IZ,- ° -£J AT END IS NOT TO EXCEED 12'. PAHD22 10 % kA B TAI FOR N t EXTERIOR SEE DE L O LE6E D //�� 1pQ. //c��Pc pP�f1 ,/�( 24 -Ibd'B SINKER - - SuF'PORT5 At CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. M 155I N6 OR� M 15PLACIsD A.✓. 2V HPA-33 I/4"(2'1)-I d s COMMON NOTE: NOTE. REVISIONS 0.GHEGK STRANDS FOR TEAR5 IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN WRAPPING 1V OR FOR MISSING OR MISLOGATED STHD 10 O" 28 -Ibd's SINKER TYPE OF CONTROL JOINTS TO BE SELECTED PROVIDE CONTROL JOINT AT 20'-O" LONGER SWALL BE REPAIRED. _ HOEDOWN STRAP,SEE DETAIL AND PLACED AT LOCATIONS SHOWN ON PLANS. MAX.EA.WAY(U.N.O.) S TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE UNBCNDED AND �� -'.,5 25-PT-I THD 14 4" (56)-166's SINKER N ACCORDANCE WITH 600D CONSTRUCTION NO. DATE DESCRIPTION PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS DURING CONCRETE }/ Fpp�(/� FRAGT1GE AT GONTRAGTORS OPTION, SEE DETAIL#I FOR LEGEND d TYP GAL INTERIOR FOOTING PLACEMENT. HOLr OIAIN 57 t/ P 16 INFORMATION NOT SHOWN. J'-. _2-PT: 2 2B Z 10/12/04 CLIENT REV, TENDON STRESSING PREPARATION NOTES I. POST PER PLAN �/ �'', 2-STORYTOOYa 30 PROVIDE SAW CUT WITHIN 24 HOURS ORY, r� II/OI/04 CLIENT REV. I.REMOVE POCKET FORMER, 2. SIMP50N ABU COLUMN 5A5E TO _ 1/5"x"D"MIN. OF POUR. w 4-STORY AND WHEN M" 1.GHEGK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF ANCHORAGE IS MATCH POST SIZE SNQT�: /4"x"D"MAX. W WEXGEEDS 12 IB" REFER To MANIFAOTWFM` I/'i"x^D•MIN. /'CLEAR IF d FILM 6 CEMENT PASTE HAS INTRUDED,REMOVE IT WITH d SCRAPER OR SCREWDRIVER HD20A OR MDI5 I/8'MAX. F MAX. K OE I. PROVIDE 04 x US"O.G. 0 0 �. d \d� 4 an _ 4 HORIZ. 4 E 3.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. o o j INSTALLED WITH SPECS.FOR INSTALLATION -RADIUS 1/4"x D"MAC:Q) AD U5 p a ° 4.PUT A CRAYON MARK ON THE STRAND di THE EDGE of THE SLAB,OR AT A CONSTANT DIMENSION �\ - S. SANGHOR(IGBO 31D2) OR SIMP50 HEX-HE1AD EOOLT TO WOOD MEMBER ° p r p n O.G.WHE 2. PROVIDE% RT.a Ig"O.G. FROM THE EDGE O THE SLAB.4 YELLOW CRAYON AND A WOODEN CARPENTERS RULE ARE WEDGE ALL STUD ANCHOR(I GBO ' "° N E.W.ONLY IF D EXCEEDS 12" RECOMMENDED. #363U WITH 4 I/2"MIN.EMBEDMENT o w MN9/4'_ HOILDOHpIT SIZE IS b X b l ` ` I l.e ANCHOR ALL TALL. MIN J INTO GOITH MIDDLE OF SLAB K DEEPEN AND WIDEN FOOTING �= TENDON STRE6611NG PROCEDURE NOTES CONDITION. AS SHOWN TO RECEIVE I.THE bTREb61NG OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON EXPERIENCED NOTES;OF SLAB MIDDLE OF SLAB 4 � PA.THREADS R OR 5 MPHT-10 ZIP STRIP SAW GUT/NAND TOOL JOINT - I/2'OR TYF. NOTE: IN THIS TYPE OF WWI HE/SHE MUST EXERCISE CLOSE CHECK AND RIGID CONTROL OF ALLMOISTENED SAND SHALL ALSO BE OPERATIONS. -FOLLOW MFR.SPECIFICATIONS FOR INSTALLATION PLACED IN GARAGE SLAB AREA TO 7.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS.CURED UNDER OF ABU AND ANCHORAGE SYSTEM. ) MIN.F'c:2500 I N.NAJ R 2 AID IN GONGRETE GURIN6,OMIT JOB SITE CONDITION$,HAVE BEEN TESTED MID INDICATE TWAT THE CONCRETE IN THE MEMBER HAS -PAD FOOTING BELOW SHOULDBE NO MORE THAN EPCON AT SUS.(MOBS#5560)WITH y 24 5 MIN. PB TYP I GAL CONTROL JOINT 10 m VISQUEEN IN GARAGE IF APPROVED i B"OFFSET FROM POST LOCATION. SPECIAL IN5PECTION a EDGE OF �. BY SOIL ENGINEER. ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL DRAWINGS OR 1000 pet lMNNJ. J 3.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF 061,OR OTHER EQUAL HYDRAULIC -24 SLAB CONDITION. SEE PLAN IF LARGER W w-- - z n PAD IS REOJIRED -- f JACKS,EOUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC PRESSURED GAUGES.A 12"MIN, pp '- SEE DETAIL%I FOR LEGEND 6 INFO. RESTRICTIVE NOTICE CALIBRATION CHART SHALL ACCOMPANY EACH JACK P� (F�y,(� 2� d I. O -- < NOT SHOWN 4.THE POST-TEN610NING OPERATION WILL BE 60 CONDUCTED THAT ACCURATE ELONGATION OF THE M 1551 N6/MISPLACED COL. id/ Y�� 24 TJ I. SEE FOUNDATION NOTE ON SNI. jD q" 3" THESE DESIGNS,DRAWINGS.AND FIR STRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS SUBMITTED AND ':( FOR SNOT PINS. O SPECIFIUTIONSARFTHEIXCLUSNE APPROVED BY THE STRUCTURAL ENGINEER IT-1 " "?-3 �! 2 PROPERTYDF GO GROUP,INDAUL S.INDEPENDENT INSPECTOR TO AFFORD ALL JACKING FORGES AND ELONGATIONS AND SUBMIT NOTE: CONSULTING ON SHO N Is REPORT TO GO'JNS ENGINEERING FOR 6TRLCNRAL ENGMEER'6 APPROVAL ONLY IF STRESSED I. 4X4 POST,U.N.O.SEE PLAN q TYPICAL EXTERIOR STEM WALL 3 TENDON ELONGATION EXCEEDS TOLERANCE. MISSING REPLACE ROD a EMBEDMENT :/2/ {/� f5 /•q �/�y SEE DETAIL%I FOR LEGEND AND INFORMATION SFIOWNIS 6,THE MAXIHJM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED S0%OF THE ULTIMATE HOLDOWN 2. STRAP,SEE TABLE BELOW HDfa Or\/HD I✓ HOL®OWN I Na/T/ \LL. 17 1 INFORMATION NOT SHOWN. CONFIDENTIAL TO ALL RECIWFNfS FORGE GF THE TENDON. STRAP• HTT22 5/8" 10" , , AND NO PART Of THESE DRAWINGS <419 x E T:DON5BD kI ). d RUA HD5 5. EMBED.IS FROM TOP OF SLAB ?T-1 1 CAN BE COPIED,TRANSFERED,OR p° AT MONO-POUR FOUND.SYSTEMS. FADE O_F_3.. I. ISOLATE SLAB FROM STEM REPRODUCM,NORCANANY 1.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 10+.OF THE ULTIMATE FORCE OF THE HDQB OR 5N� /L'J Q WALL.(USE A FIBERBOARD TENDON. HDbA/HDBA HNOU BA T/B I$` STRUCNRES Pf BUILT FROM THEM NOTES: NON=BEARING INTERIOR WALL 11 SLAB-Y1 ',� WITHOUTWMTTENCONMNTOF (41T x.70=2B.$klpa). DBE.STRAP Hppg OR 8"MIN MATERIAL) GOUVIS ENGINEERING CONSULTING B.THE STREB BEING OPERATIONS PROCEED AS FOLLOUS: AND HDIOA HDIOA 1/8" 15" USE SIMPSON SET EPDXY-TIE OR REDHEAD S!11, AT ADHESIVE SYSTEM. d -REMOVE GROMMETS AT THE STRESSING CEMENT CHECK INSIDE EACH GROMMET HOLE A HAKE SURE da NOTE: GROUP APPROVALS:IG.R%521q 6%5560 THAT THE ANCHORAGES ARE FREE FROM DEMENT PASTE=IF NOT REMOVE PASTE FROM ANCHORAGE ° 6 CITY OF LA. A %MAN1 b%255Tq. I 6-O"MIN,TRANSITION CURVE AT o SEE DETAIL%I FOR LEGEND d INFO. COP CRIGHTGOMSENGINEE0.ING WITH A SCREUDRI SIDE 1 OPEC LOCATION OF TENDONS O CORNERS TYP. - NOT SHOWY. -INSERT WEDGES,BIDE BY SIDE,RA HAND INTO ANCHORAGE. REFER TO IGBO AND MANUFACTURER'S O : CONSULTING GRWPmoO -PUT A PAINT MdRC QV EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM THE EDGE PRIOR TO DRILLING SLAB TO SPECS.FOR INSTALLATION PROCEDURES. V�1` NOTE: 2. PLUMBING AND SEWER LINE ryI,,y�y, a J - ALL 0.1GHR RESERVED OF THE BLAB, AVOID HITTING THE CABLE. B �i' ° 4 ° MAINTAIN MINIMUM CLEARANCE 2. OPENING. -6TRE66 THE STRAND AT 33 kips. 12 SPECIAL INSPECTION IS REQUIRED ` 1. PROVIDE MIN.#4 BAR b'-O'LONG, BENDS AROUND PLUMBING AND LL -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. DURING ALL INSTALLATION a 56� �:. 0 3"TO 5"FROM THE TOP OF THE SEWER LINES. -REMOVE THE RAM FOUNDATION CENTERED AT"HO". 66OLR.MIN. X a LL -MEASURE FINAL ELONGATION.RECORD ELONSATIOlT °� MIN.GONG.STRENGTH,F'4=2500 p>i -=" (BEND REBAR AT CORNER) 1.6 MAX. II a MAX. Q 2 w W e.P INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION,AND THE I I V p p JACK GUAGE READING OCCUR,THE JACK-GLADE-PUMP UNIT$HALL BE RECALIBRATE.dN AGREEMENT 3 ADEQUATE SIZE WASHER READ.WHEN NOTES. N.;.p Cf WITHIN 1%UNDER TO 1%OVER SHALL BE SATISFACTORY. ,;il I' III ANCHOR BOLT SIZE IS SMALLER THAN -DEEPEN FOOTING AS REQ D TO // a'�� /� 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON THE PLACING DRAWINGS, HOLE IN HOLDOWN. ',1ya; �ti"M' ACHIEVE 1e+4 I/2"DIA p, ,I�(2) PT-4 TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED ON PLAN NEED TO BE ` 'L -REFER TO MANUFACTURER SPECS. �'d ° STRESSED FROM BOTH ENDS SIMWTIED ANDTANEOUSLYCAUSE IF IT CAN Be SHOWN THAT THE WEDGES ON THE 13/4 .a ° ly CONTRACTOR SHALL SPECIFY -g TONGORNER TO CORNER ° FOR INSTALLATION TO WOOD MEMBER DR VFW Y TO GAR G�/APRON 4 OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE E THE TENDON THESE TENDONS ND M N. OVERALL LENGTH OF ANCHOR. -MIN.DIET.TO CORNER SHOULD BE 5" TENDON LAYOUT AT OPENING 6°MIN. HAVE MORE ELONf AtION AT ONE END THAN AT THE OPPOSITE END.ELONGATION FROM BOTH ENDS a° HTT22 INSTALLATION HO INSTALLATION �'- MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN -MIN.f'c 2500 psi(U.N.O.) 12"MAX LENGTH'S MAY NEED TWO-WAY 9TRE551NG.T CAN BE TRT1 FOR OTHER HOLDOWN5 NOT LISTED IN SIMPSON de Ie ANCHOR a POST_SEE PLANS FOR HOEDOWN TYPES. T-12 CORNER DETAIL L PARTIAL(OR EARLY STRESSING)SS TENDONS.WHEN REQUIRED AND NOTED ON PLAN,SHALL •HOEDOWN STRAPS ARE:ALL PAS,ALL HPA'S TABLE ASV.e/OR OTHER FOND.NOT HOEDOWN AND TYPE (MIN) _SEE DETAIL#1 FOR LEGEND AND FF.@� RF��Tf.@•� f� {p�� g� h� O NOTE: CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE O S000 LB AT(2 DAYS ET H IO MPAHD,HPAD22,HPAHD22-2P, INCLUDED HERE,r COMMA TES FOR HTT22 13/4"20 7/8"5/B"a SST824 4X4 INFORMATION NOT SHOWN. TYP. CORNER I` Y ®1 N I N� 1L PER ARCH.AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL 6TRE651NG. STHDIO AND STHDI4 ENG'.G.GROUP OF COMPANIES FOR HD-SA 3/4"20 5/B"5/b"b SSTB24 4X4 -FOR MISSING OR MISLOCATED SEE DETAIL%I FOR LEGEND f INFO. 12.ELON:ATIONS SHOWN ARE BASED ON.10 f pu.MEd6URED ELONGATION 1%UNDER TO 1%OVER I6 -? SPECIFIC FIX. PHI 1 3/4"24 T/t, "I/b"a 55TB26 4X4 HOLOOWN STRAP,SEE DETAIL 1 NOT SHOWN. ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT GOUVIS ENGINEERING. HD-BA 1 5/4"24'I/e, -7/B"a 55TB2H 4X4 23-FT-1 Q 13.TAKE SAFETY PRECAUTIONS AS NECEBSARYe DO NOT PERMIT LOW MAN TO STAND BEHIND Jd Q (�(� {� HD-IOA 1 5/4"24 T/B" 1/el"4 55TB2B 4XB I. ROUGHEN SLAB CONTACT q � Z WHILE STRESSING TENDONS. FIX FOR� M 155I N6 HOLY OW N 2� SURFACES TO RECEIVE CAST-ON SLAB 2ND POUR O STRESSING HOLES SEALING NOTES TYP. HOLDOWN INSTALLATION ,_ 18IL 48 dbdb -1 8 5.6X6-10/10 W A M.OR%5 a 2. ALL A.B.,HD.B.6 STRAPS J I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE FILLED AND 'I 24"MIN, MUST BE MADE LONG ENOUGH Q SEALED WATER TIGHT. 15'O.G.EACH WAY - 1.USING A CUTTING TORCH,BURN OFF EXCESS STRAND 10'TO 3/4'BACK IN HOLE.Be CAREFUL NOT TO �_ FOR MIN.EMBER.INTO FIRST DIRECT FLAME ON GRIPPERS,USE A LARGE HOT FLAME AND COMPLETE THE CUT AS QUICKLY AS NOTES: NOTE, POUR OF SLAB OR FOOTINGS z W V POSSIBLE. a I- "S"SHOULD BE MAX 16" WHEN POST LOAD BEARS 3, SAND BASE MAY BE O I- IL 3.AFTER TENDONS WAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPACK U ° \\ PER DETAIL a CAST-ON SLAB,THICKEN _ ,t-PER ARCH. BLCCKOUT6 WITHIN IO DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PURP05E.(AN ®��-a-�� I / FT'6.REIN F,„ „ EMBEDMENT IN ADJACENT SLAB ONLY IF"D EXCEEDS IB" GONG.MIN.24' REPLACED CTOR D GONG. _ - Q ' ALTERUNATE STIFF MIxTURE OF TWO PARTS CEMENT TO ONE PORT SAND 15 AGCEPTABLEI. \ \ d 2,S, D IS OVERALL DEPTH OF FT6. I. EMBEDMENT E T b B W/2'-O"MIN.LAP b 3. PROVIDE%4 VERY a lb"OG. R P.T.ALL THE AT CONTRACTORS OPTION -� $ \ °\ WAY TO LOWER P SLAB. TECHNICAL PARAMETERS NOTES ° \ �- � BEND REBARS IF REQUIRED d LAP Y 6 FTC. TALL. 5EE DETAIL#I FOR LEGEND AND 4. 4"THICK MIN.BUILT-UP SLAB -DEFORMED MILD REINFORCING GRADE d0!•3 a.a) W MIN.46 BAR DIAMETER I 2. TENDON WHERE OCCURS ON INFORMATION NOT SHOWN. OVER COMPACTED MOISTENED POT5HELF FOOT i N6 5 o d ; \ ;p PLAN,PROVIDE 04 HAIRPIN NOTE' SAND BASE. _ STEEL SHALL CONFORM TO ASTM A-615 GRADE 60(R,a BIGGER) \ \ REINFORCEMENT TO MATCH -SEE DETAIL#I FOR LEGEND AND /, NOTE: I. POST IN WALL OR USE COLUMN Y Y w l AT ANCHOR. �\ /� L STRANDS SHALL CONFORM TO ASTH A-416 'L ..il-�� FOUNDATION DETAILS. '� INFORMATION NOT SHOWN. /^� ' 17 4 13 5) 5EE DETAIL%1 FOR LEGEND BASE,SEE PLAN. O PROPERTIES O 1-WIRE STRAND IR'DIAMETER \ ° REFER TO d b INFORMATION NOT SHOWN. -f pu NLT IMATE)210 AF! I \ d �''IQ ARCH.b MIN i\N -FOR MISSING OR MISLOGATED iv Q �. In W _ 2. PAD REINFORCEMENT,SEE PLANS. -AREA-SNARE INCHE$153 \ ed s S EQ, EQ HOEDOWN STRAP,SEE DETAIL - F-. \2 I O Q W L' s=^•: 0 -X-.F-A'-- 23-PT-I m W I (5 FADE OF /1 J De F(ULTIMATE)-POUNDS 41J000• `-� -�/G; ,1 -MAX MUM FORGE(0B0f( )TO 33A0®• PT 26 ..-.:' r FINISH ,.yl l ,11 4-L WT I 5 ��� `� �K/ y� }t_ L.Lz O Z OVERCAME FRICTION I - -- L ° `N I _ -UNIT ELONG6 1ION FORP FOOT O.m1928,500• Q }^ H �,�,b ° W ° °6 - < _ O Z W W W a y MAXIMUM O ST �� - FOOTING Z N STEPPED FOOTING 26 fH b � _ "' (PA POJND5)(11 INCHES 1 T W'¢¢'Ko p� tt �; }$ c 15EE LANS. a li I'1 ° l '. H IL - ��Y AREA E I. FINISH GRADE yOU 9w 0 O JIIu�.w fA O 4'S0.MIN. �' ,I" K V e ko Y W $tRJGTURAL DESIGN NOTES 2. BAGKFILL TRENCH EXCV. fw�FQ 5 2 �Q jD, M:, F.Q °° S ` f ° �^ ��' F al /2"G 9"MIN a ^ \r 2 U Q Q Q I.DESIGN PARAMETERS FOR THE ANALYSIS OF THE POST TENSION SLAB ON GRADE IS BASED ON THE PER$OILS REPORT 4. CREATE PIPE SLEEVE 2°LARGER R Q J,, °. d W W • a <'J NAIL TO BULKHEAD p n, ° ° Cf ° FAQ ,1'.n In W-A MFORMATIOJ PROVIDED BY: 3. BOTTOM OF TRENCH EXGV. THAN PIPE w O IS p l v° V 0 ?T-1 J Q w W V/ PROJECT NO 10o859FACI 1NDFWNGI 14M ° PROPER SHORING WHEONSREOUIRED. o I TYP.WING AMN Q BU I LT�UP SLAB TENDON SUMP. 13 U INTERIOR A 24"MIN. �• ~ 0 NOT TO EXTEND BELOW THIS O "GLRY'Z W�p'�T 6 FOOTING _ u W LINE MIN. 12 f. _Y W t1 O NOTE:DEVELOPER AND/OR CONTRACTOR$HALL SUBMIT DESIGN DOCUMENTS FOR THE FOUNDATION TO - (p WALL FT'G. TIE BE _ `ii 0 F- C SOILS t PEER.THEY SHALL BE REVIEWED BY THE SOILS ENGINEER PRIOR TO THE START OF PT 1 9 N � PAD FOOTING ONIL , 6 U W (IXPANSM 500.) MAX DIFFERENTUL :f /�R/� CC DENGN ^ ® 2 3" d C� - ,1, EDGE CENTER ALLOWARESOL SETTEEMENT IFAPRIUFIB ' TIE BEAM / WIN6 WALL 19 h B" F W %.• Q O UTCGWY UR UR SEARING PRE6URE (COMPR651BIE 2 ! BATTER - 1 1. POST PER PLAN - 'T 5 CC T:r+Z7 TRENCH PARALLEL s T I'} R1 WATER PROOFING PER ARCH AND 'iIWANIRDIN) GB/LGB/MGB PER PLAN. RE,., ^V -XTEhTr15(kJ^cEP46ElDW T. 0.1E 72' TO FOOTINGS 1 I 2. SIMPSON COLUMN BASE LL' '�.N Z ke Y. THOU JOINT MIN..12 'I Q /OR SOILS EN6SEERSREGOFiNDG. 3y e Q ' <' -- Tf PRO ECT NUMBEIL 60'740 Y. W1 ^' R 5. %3 MIN.'V BAR BENT 12'/Y12" q� \ d EMEDNMIXPANSIONU ER, � °a ° IG - - j d 1 5 E' D J 5 _ 2 THRU STIRRUP OF COLUMN BASE. W C I I II MIN. m ISSUED DATE Ob/OS/04 •P O (2)%4 E/W PER PLAN 01 CONg TWCTION I` -''�4 X a ID"O.G(VERY) J moo PSf �• a'. SU JOINT OPTIONAL PLOT DATE 12/15/04 (HIGH EXPAN51 Be 4.T5: 6. _ 9 p o RE AM OR IPX PIA.STRAND 1. 3"DIA.CONCRETE FILLED PIPE Z ° > >I 5. PLATE d AFlCHOR BOLTS WHERE < 4•iHH'"O.0 "rCR PLAN DRAWN BY: K.P. 2.CONC TE STRENGTH IS TO BE MINIMUM Rc•2500 p.1 AT 28 DAYS,5'MAX.SLUMP.TYPE II OR V 'e O f rl BUMPER GUARD. ('I. OCCURS. �I d 3 (HORIZJ I q .J 6 ' "NOTE, REVISION BY: CEMENT.WATER DEMENT RATIO fW/GJ•090 MAX_i I/1'MAXIMUM AGGREGATE SIZE,DESIGN BASED ON JOINT•� '2 L-S a f'c•2500 psl.CONCRETE$HALL COMPLY WITH CBI 200I TABLE B-A-4 WHEN CONCRETE EXPOSED TO COMPACTED 2. GONGRETE FOOTING. > ° J b. PAD FOOTING PER PLAN '1�- . n !R115 DETAIL 15 FOR DROPS. SULFATE CONTAINING 80LUTION9 IN ACCORDANCE WITH SOILS REPORT RECOMMENDATION SEE ADD f21%4 X 4'LONG FILL M, 2 "L y 1�1.. 4 RJ �.. Z ,OVER b".6 90'MAX. N.NOJ. CGNGRETE PLACEMENT NOTES FOR MORE INFORMATION'S. CENTER.a PENETRATION 2 2^ 3. 56"OR PER ARCHITECT. ', " iss V 1 e TOP OF CONCRETE WHERE ODOURS I ° ° S.TENDON ANCHORS SHALL BE AS MANUFACTURED BY PRECISION SCREW PRODUCTS CO.INC. � ) 9" LR - - SEE DETAIL 01 FOR LEGEND 6 SHEET NO.: APPROVED BY LCBD.^45S1 OR VBL COW.APPROVED BY ILBA.•3020 OR OTHER EQUAL. TRENCH PERPENDICULAR TO FOOTING I '_-.`_^'_� I SEE TE: O� MI INFORMATION NOT 5HOWN. 4,SEE ARCHITECTURAL(OR MANUFACTURERS)DRAWINGS FOR MASONRY OR PRECAST FIREPLACE PT-27 HT-20 PT-14 FOR M1551N6"GB',SEE DETAIL 24-PT-I 'T-7 �� FOUNDATION DETAILS,IF NOT SHOWN ONPOST-TENSION PLANS. TYPICAL TRENCH @ FOOTIN65 27 PIPE COLUMN 20 COLUMN SASE 14 TYP. (SLAB) OFFSET DETAIL 7 J SYMBOLS LEGEND — FOOTING • III I T j ! I I I DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) —"—.—. ��J ♦1V ._ _ _ — REBAR PAD NA•1BER r _. F I ® ® 4400 Campus Drive I I X DETAIL NUMBER Newport Beach T T D DETAIL SHEET NUMBER r--� a CA 92660 L__fj PAD SCHEDULE;. Newport Beach I I I IB 3B 2'-0.50.x 12"DEEP PAD w(2)04 ESN. tell 949.752.1612 1 , SD T fax 949.752.5321 ® 2'-"SO..12'DEEP PAD-(5)#4 E W. —————— Palm Springs J ' I - 2 2'-0'Sfi.X ID"DEEP PAD W (2)04 EA te1760.323.S090 ------ --------- ------------ I ——— ——— ——— -- ---_J y_g•I r---- — -- J1—� r---- ----� ��'-b" 18'DEEP PAD YJ/(3)•4 EYL 1 I I I HUAN NGUYEN,RE .... 3'-0'S0.X 18'DEEP PAD ty/(3)sa E.W. I I , ADD I TOP t I I W-b-soL x W DEEP PAD W(4).4 E.vL �.pFF3SlON 1 , L 4-50BPA5T 1 I I 3B 'O�rN N���F��y L_____________J r❑, A I PHDB I I 9D 4'O SO.XIB-DEEP PAD MV(4)04E-K ❑ I PI I PANEL EA I 12P81�4'-b"SO.X 18-DEEP PAD W/(5).4 EYL ® • J II AL INFORMATION FROM BASIC, APPLI ALTEIRNAT ELEVATION N 'rs9 25 rF OF PDUNDhTION PLAN G Sp POUNC)AT1ON NOTE-5 O�a= SD I I I. REFER TO SN-I SHEET FOR MORE INFO. SCA 1/4" 1'_0"PL N 15 I I I 1 18'-2" I - ----1 ,, I I I 2. REFER TO DETAIL 15J50-I,I6/50-I,I1/50-1 AND 18150-1 FOR -- INSTALLATION OF HOLOOWNS. REVISIONS 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. NO. DATE DBCRIPnON 1 I H. 1 SD ,, I ADD 11I i II L � .. 11I i _b •I i I L :I 1L__ 4B _ - III II (L• # 111I e SHEAR ®Q® 10/12/04 CLIENT REV. PANEL 2 Ix4 GoPrt �� II/0I/04 CLIENT REV. 4 TYPE 4'-0'PAST OI/OS/OS CLIENTREV. P) ® 5/8"0 12"a 46'OA. JLi _ ANEL E.A. r ------- --- tSJa"mxl2•a 52•oG. 1I I 1 I I wa I ADD 1 ® 5/6"0 x 12•a 12'O.G. -____-- _. __--_-- I (VI)-#5 TOP 4 �, r--- m I I I L -05 BOTT. I I 8-0„ ® 5/8" x 12^a b"o.G. s 4'-O„PAST I I 5/8' x 12'a 16"O.G. __..___-... _-_--- 1 HDBA E I I I ® w 5X gI Incontact w/ I � I I b'-2172 V-41/2" I I contra I I I , O OPTIONAL I a I 5/D°m.12"a Ib'O.G. RESTRICTIVE NOTICE LOFT I I I skies w 3xb snI THasDawoa OM"Ms.AND I I I 1 I 5'-0' I J I srEONGTIONS ARE THE D(QLSM I I I I 0 I = I ! Ji 5w/b•e x 2 a 1 SXb e1tI1 2"oG. "cormTMaTsrcWcao6wu�on I OQ II 38 s odse wwTau a MlpNorMror 01,Avve EM lm r77_j %8n •b" aR nr a ee T w5X6 e I I carvls_INE_FxINccormanNc _-_- — covrx�rrrcouvls elclN®ItNc cu alcH�rs ls in aa L------------- Aw � --- - ` rJ_I I I ADD LT O TOP 4 ALL INFORMATION FROM I '4-0 BASIC FLAN APPLIES TO 1 I'',. , I I HARDY ALTERNATE ELEVATION N.NOj I I I PANEL E1^L PARTIAL FOUNDATION PLAN 1' 1 L 1 I I ' I SCALE 14" -0"PLAN IG 1 ° -----------I- ------ __-55 W V HFVY24-11/8"A IS HF'IN04-1 1/S"O [_ g� HARDY PANEL HARDY PANEL = p B QNJ IA SD ( SD Z lU to W JOO i I LL Q=to Z L1_ W W w 1 J tnog, I O U maw --- - 4 Q .-0 --- -¢i --� SCOTT FAZEK AaaOCIHiES,INOjr OUND?�TION PL)4N <aSCALE : 1/4" = 1'--0" BYPLAN I� ATFord J I applicable cotles and ord4r,nce. Authorization is P oKy NUNgBI: 60"140 1 hereby granted to 's a hu!tll ng permit pending approval by all applicabl City agencies. MAD DATE 06/0b/04 The Issuance or granting of a permit based on PLOT DATE 01/06/05 J 1 approval of these plans shall not be construed to permit or approve any violation of the applicable DRAWN BY: T.G. - PARTIAL codes or ordinance. cancel permit presumetl to give REVISIDN BY; ALL IIPORMATION ON authority to violate or cancel the provisions of such cotles shall be valitl. POUNC ,ATION PLAN BASIC FLANSAFPL1wj BASIC, PLANS LIES SHEET NO.: OPT- HOBBY RM SCALE : v4• = 1'-O• SPECIAL RIELD CONSTRUCTION NOTES 1.GONTRAGTOR SHALL VERIFY TENDON LENGTHS AND STRE5511,16 TAIL LENGTHS PRIOR TO FABRICATING GABLES.COLOR CODING OF GABLES 15 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANGES IN BUT NOT SYMBOLS LEGEND LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODINS,AND ELONGATION DESIGNATION SHALL BE BROUSHT TO THE ATTENTION'Or GOUVIS ENSINEERING PRIOR TO FOOTINS FABRICATION. _ ----- 2.STRESSINS END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON THE FLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND 6ENERAL TENDON SUPPORT LAYOUT,SEE DETAIL(4/PT-U,W-T-U. I �/// DROP IN SLAB(VERIFY PRIOR TO GONSTRUG710W � � 5.PROVIDE s5 x 24'DOWEL a 24.O.G.AND 12•FROM CORNERS AT ALL CONCRETE STOOP`'PORCHES.PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF I -----•- REBAR PO5T-TENSION SLAB UNLESS NOTED OTHERWISE I•,, 4.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY -- - '--- -_L' T T I 4 SPACES 3'-0"1 O.G. 1 SPACES V-10"S O.G. ® PAD wMBER en9tneeflng PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO 5TRE551N6.BEGIN WALL FRAMING 5 I : I I D�� DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 PSI 5TRENSHT. I _ I b _. I __ 4"Campus Drive 5.SPECIAL INSPECTION 15 REQUIRE]FOR THE TENDON INSTALLATION,CONCRETE 5x51'A 3 1 8' 1x44'A =3 3B'O Ix41'A =5 1/2' PLACEMENT AND STRESS OF POST TENSION TENDONS. I I ,.ER I © P2 X DETAIL NUMBER 6,FINISH GRADE AROUND THE PERIMETER OF I-IT TENSION SLAB SHALL BE CONSTRUCTED I AMC I 6RN-ERN W'I'T-BRN 6RN-ORA WHT-CRY 6RN-0RA Newpo9 Beach _________ __ ____ e DETAIL SHEET NUMBER SUCH THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY FROM THE SLAB. r CA 92660 1__..._____ ____ I I I 1 1 1.A MINIMUM OF THREE(3)CYLINDER55LA6 SHALL BE TAKEN TO DETERMINE CONCRETE 6 STRENGTH. __ __ __ - I I I I I II I TENDON AND ANCHORAGE INSTALLATION NUOTES P?gD SGHE DULE 1.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BU<DLES PER THE DIMENSIONS ON I ' `' I J P2 Newport Beach THE STRAND FLAN(NOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE IS I I I I 2'-0•eQ.X 10•THICK PAD W/(1J HM EY.BOTT. tel 949.752.1612 NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). I I I 19 I 19 19 3 2.MARK LOCATION OF INDIVIDUAL ANCHORAOM ON EACH SIDE OF BUNDLE CENTERLINE i I I PT PT pT T -I-� PT fax 949.752.5321 PER DETAIL(4/PT-1)AND DRILL A 5/4"DIAMETER HOLE IN BULKHEAD UNLE55 NOTED 2'-6'50.X 16"THICK PAD WY 0)04 Z.H.BOTT. OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN PLACE._ _ __ -___ _ I I __..... ....... .. __ ..1_.. 2 3'-0^90 X IS'THICK PAD 176in 0 rings LAY TH STRANDS N ONE ION.THEN LAY ALL THE STRANDS IN .5090 AND UNROLL THEM IN PLAGUE.BE61NNINGTAT THE DEAD-END,IF THERE 51 ONE.TAT IE OTHER 16• I ----'- -J...- ------------------------J 2'-3°I ---- ---------- -1 4 3'-6"50.X IS'THICK PAD YY(4)Ms E.H.BOTT. I DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL GOLORGODED COILS OF STRAND I -'----------------=- HUAN NGUYEN P.E. 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS i I -- --- --- ---- ---- I ••• - -----0 I 4'-0°SQ.X IS'THICK PAD YV/(5)Ha E.K.BOTT. OF STRAND MUST PASS THE]BULKHEAD AT EACH STRESSING END. I / TIGHT TO THE BULKHEAD.Ibdb RIND SHAW RECOMMENDED. - ..� I - ' S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY U 1/2•FROM BULKHEAD SUPPORT 50 THAT THE CENTERLINE OF THE ANCHORASES 15 APPROXIMATELY 5 1/2 BELOW TOP OF I Iq I ADD I 4-b 50 X IS THICK P '• SLAB. f I Pr l x46'A =B In• �46A .L...2:*.`}.7.Q�:.S]...........:...........0..............:...... 1 - AD W/(5)rr4 EA_BOrT Q0.0EESS/OH 00 MOTH THE BULKHEAD. SLIDE END OF REMOVE STRAND TENDON AT DEAD END N NOT TAN EXCEED -- I PHDB-0"PAST: '•..............•..............:......... ... .:..............•........... REMOVE ENDS TO __XIMATELY 6" AND THE I -----J �-I, WHT-NUR WNT-NUR I 1-�4 BOTT: i' I I s-O 50.x IS"THICK PAD W/(5)r15 EY.BOTT. `��JPN NG(/t�y y. L-------- --- ' 5'-b•50.X IS-THICK PAD W/(b)05 EA_13OTT. ; B 12". �' I©( pI PANEL E.W. I PT W Z 1.57RAI6HTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. -- ---Z-J TOTAL(4)BARS a r� PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. a.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REW72AP.ALL TEARS IN ALL INFORMATION FROM (:I... I ,r WRAPPING IS OR LONGER SHALL Be REPAIRED. AL IL IINFOR ELEVATION N.NAJ b'�"' .. ........... ..............:...... .. .......... ..9B� ,•:•:;i' POST TENSION NOTESM.TENDON PLASTIC WRAPPING SHALL Be CONTINUOUS OVER ENTIRE LENSTH TO BE ® ..I •..',I... UNBONDED AND PREVENT INTRUSION OF DEMENT PASTE OR LOSE OF(.GATING MATERIALS PARTIAL, P.T. FOUNDATION PLAN '"'- OF CALtF0 DURING CONCRETE PLACEMENT. __-_ _ PT I I I L REFER TO SN-I SHEET FOR MORE INFO. TENDON STRESSING FORMER. ATION NOTES PLAN 1 B GATEC ORY I - 'I _ _ I PT E I.REMOVE POCKET FORMER. SCALE 1/4" = 1'-O" I 2. SEE SHEET Pr-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL A A V; : - I PARAMETERS.SEE P05T TEN510K DESIGN PLANS FOR SPECIAL 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF I _e I CON51r ICTION NOTES,TENDON AND ANCHORAGE INSTALLATION REVISIONS ANGHORP$E IS CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A :.1..(a)...:Q TOP .... .... _.............._...... ,.I... ... ...... ...........I. (L :" NOTES,CONCRETE PLACEMENT NOTES, S.INSERSCRAT OR ONIPPERS BY HAND INTO EACH ANCHORAGE. II:I (2)STWDIB4 :.-.. - -._._ - F.. .:.R ' 25rH0jq TENDON IN�OPROCEDURE'NOTES, NO. DATE 1S DESCRIPTION 4.RUT A CRAYON MARK ON THE STRAND AT THE®GE OF THE SLAB,OR AT A CONSTANT �- - - : I PANEL E.H. :- ... . TREP 'RA Q 10/12/04 1 CLIENT REV. " -. N: ADD... I S. VERIFY HOLM STRUCTURAL IF BY OTHERS)DIMENSION FROM THE EDGE C:THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I I I TOTAL(4) I -� RULE ARE RECOMMENDED. (2)-.4 TOP 6 I DESIGN DRAWINGS FOR ALL DIMENSIONS SHOWN ON a 11/01/04 GLtENT REV. INS E E NOTES I �`. q I 2)-y 4 TT. POST-TENSIONED FOUNDATION PLANS AND REFER TO I.THE STRESSING OPERATION MUST UNDER THE IMMEDIATE CONTROL OF A PERSON I .' I I 2'-b"I ...... ....:... .. .............P'f• .....L... .:.....1(�-4-A PAST... .. 12 S:_O" ARCHI'(ECTIIRAL(AND 57RUGTURAL IF BY OTHERS)DRAWINGS FOR ® 0I/05/05 CLIENT REV. EXPERIENCED IN THIS TYPE OF WORK;NE/SHHE MY-'i EXERCISE CLOSE CHECK AND RI61D 1 ��, _-- -_ - I _ •...��.. 1 (2)STHD,14 I ALL REMAINING DIMENSION NOT SHOW.ON POST-TENSIONED CONTROL OF ALL OPERATIONS. I I�_� I_ _ LL ( I _..L__. PANEL E.W. I FOUNDATION PLANS. ...�.. 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, -I a- i.% I •' I TOTAL G4)BARS 1 CURED UNDER JOB 517E GONDI710N5,NAVE BEEN TEST(7J AND INDICATE THAT THE I 1 I 8P II - -_.._ _ ....._ -- --- --J �� 4. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) :' '" G 10 \A DRAWINGS FOR ANCHOR BOLT,HOLOOWN GALLOUT INFORMATION CONCRETE IN THE MEMBER HAS ATTAINED THE 5TREN&TH CALLED FOR ON THE STRUCTURAL 1 1 O `- 1 _ :0 9�NO AND SHEAR WALL LOCATIONS. JJni DRAWINS5 OR 2000 psi(MIND. - 3.ALL PRE5TRE5SIN6 STEEL SHALL BE STRE55ED BY MEANS OF 051,OR OTHER EOUAL I I o J .. ... ..... .. .. ... .. S. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND 5P ING HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC I : _ ._._... I m .•L.....•..,. ( � :. .........."............ . PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. •� I .. 8-0•. ADD(2)-k 4 TOP 6 I b. REFER TO DETAILS 15/PT `b/Pr-I,I"1/PT-I AND I la/Pr-I FOR 4.THE POST-TENSIONING OPERATION HILL BE 50 CONDUCTED THAT ACCURATE ELONGATION T- _ O Y 1 `" I (2)- 4 BGTTX 4-O'1_I INSTALLATION OF HOLOO OF THE PRESTRES51NO STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS RE-ENTRANT SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. I .I r I I O = I CORNER 13ARS 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND .I - ( = I I I. SHEAR SUBMIT REPORTS TO 6OUVI5 ENGINEERING FOR STRUCTURAL ENOINEER5 APPROVAL ONLY IF I I Y A OPTIONAL PANEL ANCHOR BOLT IRESTRICTiVE NOTICE STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. I I I G LOFT ••I••• ..-... - ........: ....... ..... 4 ..... .......... ............................ ...........i. TYPE SPACING b.THE MAXIMUM JA4KIN6 FORCE TO OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE I W TNHESE D131GN4 d1AWNGS AND ULTIMATE FORGE OF THE TENDON. I .,! I ( 1 I ® 5/E°e x 12"a 4S•O.G. 1'ROPBITY OF Gotive B�GM«OIG I I 5-On 4-0 SPEQaGTIONSMETHSIXQfAVE (413 x.90.53.0 kips). �.. 1 mNQnTlNa mouM.ww AIL 1.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED'10%OF THE ULTIMATE : I II g INFOPMRTION 9Hovvws FORGE OF THE TENDON. : I ��Qvv CONJDFNMLTo wLL RECNB+TS (41.3 x.TO v 2a.9 klpy). 1 1 I - R ........ ....aH .......... ......... ri\N aE PCOP®.TMANaFEIt®.OR S.THE STRESSING OPERATIONS PROCEED A9 FOLLOWER: I I g�2I [ b-91Il..'". ."'.. ..I'�" ({.........'.... PT x 12'a 92 OZ. -REMOVE GROMMETS AT THE STRESSING,ENDS;CHECK INSIDE EACH GROMMET HOLE TO ------ MAKE SURE THAT THE ANCFIORA6E5 ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE I I:� jj�77 , 2 '_p":.. e® amxla •12^o.c. ...FROM ANCHORAGE WITH A 5GREWDRIVER. I ; I ------------------ I _, I ® s/b"e x 12"•S"O.G.-INSERT MOSE5,SIDE BY SIDE,BY HAND INTO ANCHORAGE. � -___- __ r GROUP 111011 ® S/a•e x 12'a 16.O.G.-PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM %•L••••.... ..........:...........:........�.; 3X sill In contack w/ COPfRKR<r UoUva B<(at•®Is<G THE EDGE OF THE SLAB. I I I P2 - I ' °O^Gfete coHARTWG -STRESS THE STRAND AT 35 kips. I 1' :.1........ .. ...... ....... .. .:j-. ... .L... .......................................:..: ..............:.... P,�f ..I. wu nr,Hrslraewm SEAT THE HEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO : r-- :ryH qB : S/D"e x 12'•Ib'O.G. THE RAM. L--=----------J' I 5":THICK SLAB: r , A .Ides w/3X6 OIII -REMOVE THE RAM. -MEASURE FINAL ELONGATION RECORD ELONGATION. Y5� r POST TENSION: 9.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, .I.'...•...` ---- ' _ J I� S/3X6 IH2•a 12"OC. AND THE JACK 6UA&E READING OCCUR.THE JACK-CUACE-PUMP UNIT SHALL BE ; ; aides RECALIBRATE.AN AGREEMENT OF WITHIN I%UNDER TO.%OVER SHALL BE SATISFACTORY. �. ......... L ,I•' f'.: ....F. .•............................. .......................... ••••••••••1• ...... 10.TENDONS 5TRESWP FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING .......•... _ H .....:. L ((2)- 4 TOP 6 P. DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REOUIRED AND NOTED ° I ADD(2)-*'4 TOP t I, ;O 1 L=J4'O"PAST /S"e x 12"O a°O.G. ON PLAN NEED TO BE 5TRE55FO FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE 5HHOVPI 5 X52'A =4" - 0 (2)-s 4 BOTTX 4'-0": HARPY I slCbs w/SXb sill THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I RE-ENTRANT�j, :� THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE FiRN-CRY \\y 4Pj OPPOSITE END.ELONGATIONN FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE -d ALL INFORMATION FROM I OHALL(4)BARS MACHO DRAWINGS.TENDONS EXCEEDING 100 FEET U<LENBTH5 MAY NEED TWO-WAY :i CORNER BARS_.., -J .......... ........... ........... ... BASIC PLAN APPLIES TO .i r', F......... - -..--. ............... :.. 5TRE55ING.1 P?�RTIL P.T. FOUNDATION PI-AN p '............ '�` ....,.: Q II.PARTIAL(OR EARLY 5TRES5INS)OF TENDONS,WEN REQUIRED AND NOTED ON FLAN{ ALTERNATE ELEVATION N.N.OJ ry 1 i \ I T?�BLE "?�" SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OR b000 -- LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FO_Low1NS UP WITH FINAL SCALE I/4" = I'-O" I / -- '-. - ---- - O SOIL )IE F�PlO INTERIOR ,� z STRESSINS. PLAN I G GATEOORY 1 :1 � - = GATE60RY Lam TM OVERALL 12.ELONGATIONS SHOWN ARE BASED ON.10 If Wpu.MEASURED ELONGATION 1%UNDER TO 1% _ Sr I I -- ---- -- -- -- O OVER IS ACCEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLL-RANGE,CONTACT 60UVI5 1 I -- �:. ....... ...........:..... . .... I ....... ... a1 CATEGORY 1(0<E.I.S 50) 12'a SHEAR IL ...... .. ..... ENGINEERING. �i-�I ------- 7j = T-3'Il : I I: I PT : (LOH EXPANSION) 125T WALLS ONLY J 15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND .Z I p 4 I.. -- J F Q I: a CATEGORY I(51<E.I.5 q0) EELt7<Y BEHIND JACKS WHILE STRESSING TENDONS. � � �-. � 1 7 STRESSING HOLES SEALING MOTS a 1 : II 5'-O" PT It 11 U (MEDIUM EXPANSION) 18 IB' Z W V N HIP TEX24-11/S",P IS HFVX24-11/6"e } I.THIS REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INGFU DIAMETER WHICH 19 TO BE X -' 1 I ' X GATESORY III(91<E.I.S 190) t- Ill •I HARDY PANEL 5D3 HARDY PANEL 24" 24• O FILLED AND SEALED WATER TIGHT. I ry --_ - (HIGH EXPAN.SIOW - _ 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 514'BACK IN HOLE.BE :..........u..........:. ......... .........: V CAIIIi NOT TO DIRECT FLAME ON 6RIPPERS.USE A LARGE NOT FLAME AND COMPLETE I 1 *NOTE: ar THE GUT AS QUICKLY AS POSSIBLE. SEE SOILS REPORT FOR SOUL CATEGORY ON A LOT TO LOT BASIS. Q W 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPAGK I 7 BLOGKOUTS"THIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS WRP05E.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 I I Z O I ACCEPTABLE). 1 1 I PT TEGNNIGAL PARAMETERS NOTES -DEFORMED MILD REINFORCING GRADE 40 00 t 04)STEEL SHALL CONFORM TO A5TM I I O Q W i1C A-bISBRADE 60(sS I,BIGGER) -STRANDS SHALL CONFORM TO ASTM A-416 I � z O Z -PLASTIC SHEATHIN5 SHALL BE FORKED BY A CONTINUOUS EXTRUSION PROCESS,WHICH li 1 Z Q_ PO PLASTIC APPLIES A SEAMLESS POLYETHYLENE PLAS G JACKET OF 4D MILS MINIMUM THICKNESS. W PROMIII125 OF 1-WIRE STRAND 112'DIAMETER I O W W W - -N pu ULTIMATE)2T0 k5i I J InQW -AREA-SQUARE INCHES.155 1 lit QT y -F(ULTIMATE)-POUNDS 41,5000 Z U 0-J -Es-pal 26a00p00( j - ra MAXIMUM=15(.b P pv)TO 55pOOs OVERCAME FRICTION r --- LL MAXIMUM ANCHOR FORCE(.1 P pv)26,4000 C Z -UNIT ELONGATION PER FOOT O.OTq•(PA POUNDS)62 INCHES)AREA E I11 j g(i � � �O F AR°RC:!JO FOR PER.^/ UANCE Q PORT TENSION FOUND74TION PLAN o ca ��� 9 SCOTT FAZEhAS&ASSOCIATES,INC i++ PLAN 1?. C ATr=6ORY I � : 1/4" = I'O" BY _DATE These plans have been reviewed for adherence to the pR NNIMIIBI: 60740 applicable codes and ortl nance. Authorization Is �r g permit pending 6A1mDATE Ob/08/04 approval by all applicable City agencies.hereby granted to issue a building PLOT DATE O1/�/OS I The Issuance or granting of a gr s permit based oo approval of these plans shall not f t construed to DRAWN RY- D.T. (JE permit or approve any violation of the applicable 7-- PARTIALcodes or ordinance. No permit presumed to give REvsaNRY: ALL C KAM71PP IE authority to violate or cancel the provisions of such BASIC PLANS APPLIES TO codes shall be valid. P T FOUNDATION P AN OPTIONALPLAM(I OPT. HOBBY RM SCALE : 1/4• - 1•--0' S- I . IA SPECIAL FIELD CONSTRUCTION NOTES 1.GONTRAGTOR SHALL VERIFY TENDON LENJGTW5 AND STRESSING TAIL LENGTHS PRIOR TO FABRICATING GABLES.COLOR GODINI6 OF GABLES Is ONLY TO ASSIST TENDON PLACEMENT, SYMBOLS LEC END AND MAY BE REVISED AT THE GONTRAGTORS OPTION ANY D15GREPANCIES IN,BUT NOT _ LIMITED TO,DIMEN510NLS,TENDON COUNT AND LENGTHS,COLOR GORING,AND ELONGATION ' DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GOUVIS ENGINEERING PRIOR TO FOOTING FABRIGATIOK __ - ---- 2.STRE-5511,1G END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON � � THE PLANTS AT GONTRAGTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON {- -__ i i DROP IN SLAB VERIFY PRIOR TO GONSTRWTIOW .. SUPPORT LAYOUT,SEE DETAIL(4/Pf - 5.PROVIDE s5 x 24'DOWEL a 24"O.0 AND 12'FROM CORNERS AT ALL CONCRETE { -.-,--- STOOPS PORCHE5,PATIOS AND OTHER ATTACHMENTS WH@l CAST INDEPENDENT OF -- { I REBAR POST-TENSION SLAB UNLE55 NOTED OTHERWISE. I' 1= -= ------------L f engine rip ail 4.ROOF/FLOOR FRAMING,AND/OR HEAVY C DNSTR.1,TION LOADS ARE STRICTLY - �T -- --- 4 5PACE5 5'-0°t O.G. 1 SPACES 5'-10"3 O.G. ® PAD NUMBER PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 5 { .! r 1 DAYS AFTER CONCRETE POUR IF CYLINDER BREAKS INDICATE MIN.2000 P51 5TRENGH7. { I J I 5x51'A = 1 a' Ix 'A =3 x 7'A =3 I/2' 4 x45'A =3 3 b" 41' = I 4400 GamPOs Drive PLACEMENTrt Beach ij I GRADE S5,SPECIAL TAROUND THE F POSTTION 15 REGIARED TER OP POS ION SLAB SHALL BE GONSTRUGTED I _ _.TENSION TENDONS. PE H•OR THE TENDON INSTALLATION,C-OW-4ZETEN I P2 r ---CRN-ERN-- -- "4T_ -, 6RN-012A YNT-CRY 6RN-ORA ® DETAIL SFEET N)MBER PETAIL NUMBER N Cp 9266o SUCH THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY FROM THE SLAB. ---- - •:RG i i ; ------- ---- i ! 1•A MINIMUM OF THREE(5)CYLINDERS/5LA6 SHALL BE TAKEN TO DETERMINE CONCRETE -- -- S,RENGTH. I .....__._ 0 1 I J __ P2 PAD SCHEDULE _ Newport Beach TENDON AND ANCHORAGE INSTALLATION NOTES 1 T tel 949.752.1612 I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND E9IPDLES PER THE DIMENSIONS ON 1 I I { 2'-0'90.X 16'THICK PAD W/(2)=4 EA BOn. THE STRAND PLAN.(NOTE.BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 j No TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). { '''i I - I 19 1 I9 Iq PT fax 949.752.5321 2.MARK LOCATION OF INDIVIDUAL ANCHORACE5 ON EACH SIDE OF BUNDLE CENTERLINE I { I PT PT T-1 2'-b'50.X 16'THICK PAD YV(5)s4 EA BOTT. PER DETAIL(4/PT-1)AND DRILL A$/4'DIAMETER HOLE IN BULKHEAD UNLESS NIO'f� I { I { 1 { OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORM9 UNTIL TENDONS ARE IN 5'-0"50.X IS"THICK PAD W/(4)s5 EYL BOTT. Palm Springs PLACE. --J- 1 tel 5.LAY ALL THE STRANDS IN ONE DIRECTION'THEN LAY ALL THE STRANDS IN THE OTHER I , DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL DOLOR-CODED COILS OF STRAND i _ L�..' i ------------------------J 2'-3"I : r------- -7 f------- --1 r___- _ _-- __-, P4 5'-6'90.X le"THICK PAD W/(4)sS EA BOTT. :d OF STRAND MUST ANDASS THE POCBULKET FEND AT TO BUL STRESSING A END. I __-- ---- -------- ---- } I I I: I MAN NGUYEN,P,E. AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE IS ONE.AT LEAST IS" 4.PLACE ANCHOR AND POCKET FORMER INTO BULKtffAD AND NAIL ANCHORS WITH 2 NAILS I I A i - PS 4'-0'50.X IW THICK PAD lV(5)-5 EJ4 GOTT. TIGHT TO THE BULKHEAD.16d's RIND SHANK RECOMHffNDED. I S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2 FROM BULKHEAD SUPPORT 50 I I ApLq ; I 4'-b'SQ.X 18'THICK PAD W/(5)=5 EJ/L BOTT. THAT THE CENTERLINE OF THE ANCHORAGES IS APPROXIMATELY B 1/2•BELOW TOP OF I 19 t SLAB. I T I x46'e =B t/2• 1 x46'A =B 1/2' ... -IN4TQI .f_........... .. ....... . .... ...... .. .... .......... ..........1. � Ff551e �Z�J4eor.: �. r.. k .;. ... .i � Nb.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY b'INSIDE THE BULKHEAD. I J WHT-NUR WHT-NUR PI5'-0'SQ.X Ib'THICK PAD W/(5)MS EJN.BOT'T.DO NDr REMOVEGREASE.SLIDE END OF STRAND THRCVSH THE HOLE N THE ANCHOR AND , A 44-0"PAST: TT"P.------------- I THROUGH THE BULKHEAD.LENGTH OP EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED : � O _ ___ 1❑I I TPANEL EYL OTAL(4BAR5 \ ' PT { I I I *s 07 Z (PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. PI :. ......... ...... ...................... ...:...............`............. .... ... .: 9 I 5'-b'SQ.X Ib"THICK PAD W/(b)05 EA BOTT. i 1.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OB5TWIGTIONS. Z_J - I b.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN ALL INFORMATION FROM b'-0"I® I - i i I I. { ! ; ... >_.:,:�.'. POST TENSION N WRAPPING 12"OR LONGER SHALL BE REPAIRED. BASIC,PLAN APPLIES TO -T---. •� -- -- - -- ` OTES 9.TENDON PLA5TIC,WRAPPING SHALL BE COWINJOL1 OVER ENTIRE LENGTH TO Be ALTERNATE ELEVATION N.N.OJ I L__ ___ ___ L_ J L;_ t _-_ __J ;____ ___y _ -. OF CALIFD UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOFT OF COATING MATERIAL PART 1 AL P.T. FOUNi7AT I ON PLAN pr � � - � _ -- 1. REFER TO SN-1._MEET FOR MORE INFO . WRING C.ONGRETE PLAGEMEN7. {Ay �Ay - I-_'-- { I I I I 2 SEE SHMET PARAMETERS.9EE�POSN1510 D 51GG"H PLANS FOR S�PE�"G1 L� ' IENDON 97RE591N16 PREPARA.TIDN NOTES PLAN IB GI�T�\e/ORY I (, I I I ' �'E v4" 1'-0� GJ \ (r��. .- iOP..E._........... ..'r .. -----T--- r 2 NOTC•SWG TOT"OE PL•EIMENT"AND NSTE" G91TR"SE95 N�IBATION I�vlsloNs �I I.REMOVE POCKET FORMER. ADD: NDON 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF ZN I y;¢ ANCHORAGE 15RAPER OR 5GREW DRIVER FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A .... O PAST _.{...} ..... r I•-:., I. .p.".1i......... ...........1.1 SrH ,4 INC.PROCEDURE NOTE NO DATE DESCRIPTION 9.INSERT A PAIR OF GRIPPERS B1'HAND INTO EACH ANIGHIORAGE. {{: I (2)STHDI4 �.._-_{ { } H. PREPARATION HOLES SEALING TES. 5 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT := 2 I PANEL E.W. { I I I: ..i I 10/12/04 CLIENT REV. Sr I: ADD I B. VERIFY WITH ARGHITEG'N11RAL LAND STRUCTURAL IF BY OTHERS) DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I' - j { I - HD,4 I TOTAL(4).BAftS... {_._.I I I: I ; !2)-.4 xOP E DESIGN DRAWINGS FOR ALL DIMEN51�15 SHOWN ON ® II/OI/04 CLIENT REV. RULE ARE RECOMMENDED. I I; 9 I (2)a4 TT. POST-TENSIONED FOUNDATION PLANS AND REFER TO TENDON STRESSING PROCEDURE NOTES ! li �'I { 2'-6" .... .. .. LF 4 rO�PAST......I. 12 b-O ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWIN65 FOR ® 01/05/05 CLIENT REV. 1.THE 5TRE55IN&OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON I 1 :_ { I I .. ....{...} I I:............... ..... '••'•'1 .. .. THD)4 ALL REMAINING DIMENSION NOT SHOWN ON PO5T-TENSIONS=D • I III��JJJ... EXPERIENCED IN THIS TYPE OF WORK;Iff/5HE NA15T EXERCISE CLOSE CHECK AND RIGID -!-- - � _ I �I _ I I; I PANEL E.W. FOUNDATION BANS. CONTROL OF ALL OPERATIONS. • ' _ --.._ °- I I -.. I. TOTAL(h)BARS 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, 4. VERIFY WITH ARGHITEGTURAL(AND STRUCTURAL IF BY OTHERS) CURED UNDER JOB 917E CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE I - { ff` G' 10 �Qa _L L_ _4 _- - __J '-�_-_.____ 0\A DRAWING5 FOR ANCHOR BOLT DOWN GALLOUT INFORMATION -{I HOL CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL I ( { 5D4 __ _ --_ _ ! _-_-_ --- 7,9 AND SHEAR WALL LOCATIONS. DRAWINGS OR 2000 Psi(MIN). :I R I n ... ..r. ........ ........ "� ...... ........ 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. 5.ALL PRESTRESS]NH6 STEEL SHALL BE STRE55ED BY MEANS OF D51,OR OTHER EQUAL -j ^ 1 _.... .`. ... . ..... .. .. .. __ HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC I_....... - _ i o a -� { I T.�.... ...I.:1 -F---� --- {,. { - b•-0• (ADD l42 4 TOP d I b. REFER TO DETAILS ISD/PTI,lb/FT-1,IbPT-I AND I8/PT-I FOR m I.... {. PR-55URED GAUGES.A CALIBRATION CHART SHALL AGGOMPANY EAGN JACK. t- �7'�� - - I U - ~ I !, TT.X '-0 INSTALLATION QF HKK. 4.THE POST-TENSIONING OPERATION WILL BE 50 CONDUCTED THAT ACCURATE ELONGATION '! RE-ENTRANT I :' OF THE PRE9TRE-551NS STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONIS - SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER I .-'. { ( QSHEAR S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND { Y •OPTIONAL ' { I I / CORNER BARS I PANE ANCHOR BOLT RESTRICTIVE NOTICE SUBMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEER5 APPROVAL ONLY IF :j I LOFT •••--••--- ••• SPACING STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. W ,•I"' ."..... ...�. """"'{"'}.......:............ 1 ..... "'4'^I':..............:.............I' TYPE TTeeomrHTs tXawacaANo b.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED aO%OF THE I : I - { I I I I I 9[aRGTXNS AasTNl Hxcltlnve ULTIMATE FORGE OF THE TENDON. I :I I a I } I { JI ® 5/8'b x 12'O 48'OG. Hoerr OFGO Tve axRn�rTc " (41.5 x'SO I I I TYP. I `r.'Pa ATTIOM3.01-N6 1.TENDONS SHALL BE ANGMORED AT A FORGE NOT TO EXCEED 70%OF THE ULTIMATE I - -_--.---.�..... I h 2 a'-O" IU 2 I 5/8'm x 12'.82'O.G. coralDalTInLTUAH-RE0P6ns FORGE OF THE TENDON. : I •.i I - - f y- - R .......... {•••Id•••••••.t4iT ......... 5 CAN N 0OnED1 TRANSf M,oa (41.9 x.70=Z8.9 kips). ''.. r •I) b-y°S ........ ... 1.:.I .... PT b.THE STRESSING OPERATIONS PROCEED A9 FOLLOWS ; I ., : I I ' -REMOVE GROMMETS AT THE STRESSING ENDS:CHECK INSIDE EACH GROMMET HOLE TO I•I I ____________________ r '_;, -:I I 2 5/8'm x IZ'O IZ"O.G. s�aoouc®.NoaCrar _. MAKE SURE THAT THE ANCHORAGES ARE FREE FROM DEMENT PASTE:IF NOT REMOVE PASTE I I:' PT _,....L .T. _-.L-_ I`. ® 5/8'A x IT a b'O.C. colrve ewr«aNC GtlNdI1LTMlG ________________ PROM ANCHORAGE WITH A SCREWDRIVER. I:1 j }:I - 5/b'X x 12°•Ib"O -INSERT WEDGES.SIDE BY SIDE,BY HAND INTO ANCHORAGE. ____ _____ -__-_. _ 1 ___ _____- - - W/B sell n on ac taPra"aTT GOWn13JQN®tN(i PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED 015TAW-F FROM j:.l........:...........:...........:........).:.p �� ® concrete cotfM.7aJc tatowTrot THE EDGE OF THE SLAB. I I ..I....... ......: .. .......... .. P,9 I Au awHas aaen® _STRESS THE STRAND A7 55 kips. P2 ... ....{...}......." ..... ..1. ................- ....1.:'} I. 5/8'O x 12°•Ib°OZ. -SEAT THE WEDGES IN THE ANGHORAGaE USING THE HYDRAULIC 5EATING DEVICE BUILT INTO i. I 3 I r--1 I 9 1 { r 1 aGi°dma w/Bxb sill L--=---=------�; _ ' r Pr i s°THICK Si AB THE RAM. j -REMOVE THE RAM. -MEASURE FINAL ELONGATIOK RECORD ELONGATION. - -- x 12"a 12"O.G. 9.IF INCONSISTENCIES BETWEEN THE GALGULATED ELONGATION,THE MEASURED ELONGATION. . • ••••••••:I I PT�--.1_. -� 1 I : L J s W/5X6 sill AND THE JACK GUNGE READING OCCUR,THE JACK-Gl1AGE-PUMP UNIT SHALL BE '_�.�•.•.••.:.. P•�. } +,:: •1 .......... '4DD ...1...{.:.............. .............I.i. REGALIEIRATE.AN AGREEMENT OF W THIN T%UNDER TO 7SK OVER SHALL BE SATISFACTORY. •• - •(2)-s 4 TOP d 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON THE PLACING I I 2)-s 4 BOTT. sZ (( 1 I 1 I 'bx12.-8'O.G.DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I ADD(2)TI4 TOP d I :O I L= -O"PAST I I �#S- THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF = - L-_REyENTRANT 4 j' -r. ' HARDY �� ON PLAN NEED TO Be STRESSED FROM BOTH ENDS SIMH.TANEOU5LY IF IT CAN BE SHOWN 5 X52'A 4" _ HD I (2)u 4 ENTRANT OT"EP.LL(4)B THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN A7 THE GRN-CRY K I CORNER BARS I OPPOSITE END.ELONGATION FROM BOTH END5 MUST TOTAL THE ELONGATION SHOWN ON THE - ALL INFORMATION FROM 3 L '� J. BSI i II/� 11 PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY BASIC,PLAN APPI-IE5 TO _. '- r `_'-.-- ..; - .......... ..... ........... ... TABLE Al STFIES51NG.1 ALTERNATE ELEVATION NN-oJ II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, PARTIAL P.T. I OUNV AT I ON PLAN r � '-•jT�'-� 1/1 .. _ ...r� Q_ SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE OF 6000 : I : : : � ___ _-_- --�•--L____ \ SOIL�K LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL SCALE I/4" I'-O" / •;.../... ........•...� ..... ...... FOOTING EMBEDMENT IOR RIEXTERIOR ND OVERALL Z STRE551NG. PLAN IC, CATEGORY 11, 111 ° ' I ___________I ____ __ CA�0R1' FLOW LorEST GRADETHIGCNE55IL 12.ELONGATIONS SHOWN ARE BASED ON.10 r pu.MEASURED ELONGATION 1%UNDER TO1% _ _____- _ K I - --- ----- -- - - m CATEGORY i(O<E.I.5 50) IY O SHEAROVER IS AGGEPTABLE.IF MEASURED ALONGATION ExceEvs TOLERANCE,coNrAGr GOUV1s ! a .. .................... ..... .... (LOW EXPANSIOW12" WALLS ONLYI;...... .. ..!.: JO 13.TAKE SAFETY PRECAUTIONS AS NECESSARY:DO NOT PERMIT WORKMAN TO STAND u .I a CATEGORY 11(51<E.I.S 90)1 rc sBEHIND JACKS WHILE STRE55INS TENDONS. a 0 I I II 5-O n} (N¢DIU+1 EXPANSION) Z Ul STRESSING HOLES SEALING NOTES SIT " HF'OX24-1 1/a"A 15 HF-OX24-1 I/b"b l: I I it CATEGORY III MI<E.I.S I50) I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2"(INCH)DIAMETER WHICH 15 TO BE x - HARDY PANEL 5D3 HARDY PANEL 24" 24" 0 L�I n a x HIGH EXPANSION) - r FILLED AND SEALED WATER TIGHT. ......... ..._-_ ... .........: *NOTE, - I 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 5/4"BACK IN HOLE.BE - CAREFUL NOT TO DIRECT FLAME ON GRIPPER5.USE A LARGE HOT FLAME AND COMPLETE I SEE SOILS REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. Q j THE GUT AS QUICKLY AS POSSIBLE. PT IL S.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK I Z ELOGKOUTS WITHIN 10 DAYS.A NON-HETALLIC EPDXY MIX SHALL BE USSO FOR THIS S. 5-b' Z PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND IS i PT O ACCEPTABLE). TECHNICAL PARAMETERS NOTES -DEFORMED MILD REINFORCING GRADE 40(05 d 04)STEEL SHALL CONFORM TO ASTM LL .` W W ASTRANDS SHALL CONFORM TO ASTM A-416 O_V a_O -PLASTIC SiHEATNING SHALL BE FORMED BY A CONTINUOUS EXTRUSION PROCESS,WHICH I Z W APPLIES A SEAMLESS POLYETHYLENE PLASTIC.JACKET OF 40 MILS MINIMUM THICKNESS. 1 O W W W -PROPERTIE5 OF 1-WIRE STRAND 1/2"DIAMETER J LDOw (ULTIMATE)270 WI I N m to -AREA-9d1ARE INCHES.159 `/ Q Q Q -F(ULTIMATE)-POUNDS 41,BOOs { W�f ✓ m 0--J -Es-psl 28,S00000( Y.-- .. -MAXIMUM FORGE(b P pu7 TO 95,000s OVERGANE FRICTION r-- ___ ___J �- � H-�O -MAXIMUM ANCHOR FORGE(.7 r pu)2b,9OOe -{ Z F O -UNIT ELONGATION PER FOOT 0.079"(PA POUNDS)(12 INGE9)AREA E { EI 5 POST TENBION FOUNDATION PLAN B o� m 109 IL IL PLAN IA GTECORY 11, III SCALE t I/4" = r-o" TPP1 ° A'rh -- 1 3 { he by granted to as_a u„�Idln9 permh pending 1 approval by all applicable C!Iy ageno�es. FROJEC'T NUMB6C 6( 740 ehe lasuance or granting of a permit based on �1®DATE 06/05/04 _.. I pepnro;aolroaf these plans shall not be construed to FIAT DATE OI/06/05 { cotles or ortlProve nanceanNovioi aticn of the applicable Y permit presumed to give DRAWN 6Y: D.T. { Codes it to violate or cancel the provisions of such PARTIAL codes shall ha Valid. ALL RFORMATION ON REV610N BY: P.T. FOUNDATION PLAN SHEEr NO-- H�N�� OPT. HOSBY RM SGHL� t '�4" ` '-O" i I S- LIB I SYMBOLS LEGEND _ 0 POST OR TRIMMER A5 NOTED SPAN AND DIRECTION OF ROOF MEMBER PER 5G1EDULE " '�� F<X}-) SPAN AND DIRECTION OF FLOOR MEMBC-R PER SCHEDULE G^7 VIC AND T engine ripg X SHEAR PANEL N"M REFER TOO SHEET 502 SG�DIILE X FOR PANEL TYPE,PANEL LENGTH NOTED 4400 Campus Drive ON FRAMING 6 FOI.WATION PLANS. Newport Bea ....6X12 DROP_.. ._._ _._... e CA 92660ch ...__ _..- __._ ___ -_._ X DETAIL NUMBER __ _ ' DETAIL SHEET NUMBER PLF=100 O BEAM NUMBER REFER TO N5. 9B qG ENGINEERING CALCM_ArIONS Newport Beach i I 3 I la 15 �x KEY NOTE WMBER tel 949.752.1612 IB IB IB 9DBS DA Q 6 ® 2? II 6B . DA Spg SO 5 5D 5 4B BEARING WALL faX 949.752.5321 END l^VEN It 1 II 4 LSL RIM JOIST 2 � I pip 12 ® GALIFORNIA FRAMN6 Palm Springs 4X6 4X6 5 I_-____._ _.._ __...._..__.__.-_. .__.____ � 7 'r $s 4X8 4X6 4X6 4x10 4x10 4x8 1. 5 1 1 1/2•LSL tel 760.323.5090 DRAG GT01 KMN KEY NOTES z S OI CONTINUE SHEAR PANEL THROUGH WALL HUAN NGUYEN,RE. STRAP(5)OR HOLDOWN ABOVE 5 X dt ®PLYWOOD AROLNJ OPENING.S E TYPE A5 ADJACENT SHEAR PAWL. eRpFE5S1pA,. I --- - _- 1 5IMP50N T522 FLUSH BEAM TO DROP SEAM s''�'��JPH NGVAF�F2 - Ask Y h ALIGN WITH STUD(5)OR POST ABOVE t 'L C `...._Q O PROVIDE SOLID BLOCKING 13EIVVEN FLOOR ... Z PLFal90 , r r - F 4 6 LINE OF BI.OGKING W/EDGE NAIL. # 0� SEE PLAN FOR NUMBER OF BAYS V, # 4A 13 V U I I O PROVIDE`AHD BLOLKINSV,j 'jF CIVIL ate OF CAL\FO I TRUSS hV E.N I 5D D 1 t- �,' ... PROVIDE 5x SILL PLATE m 4kv 4 Io GONTINUOIIr.LINE OF BLAGKINS W/MOM NAIL REVISIONS X UNDER SHEAR WALL ABOVE W/(!)G516 I TYP• ! 563 X 5 '_- ® II TRUSS HANGER BY TRU55 SUPPLIER NO. DATE DESCRIPTION - 13 12 CONTINUOUSTIMBERSTRAND OR SPLICE PER PLAN. 10/12/04 CLIENT REV. ! q IA !I 5 6 __ II/0I/04 CLIENT REV. 2,� 1 4B FRAMING SCHEDULE I 9D �k4 PLF 135 w:Mr.. 0 BL 13 DESIGNED ROOF TRUSSE5 a 2W OZ. 2 D OI/OS/OS CLIENT REV. LB O 14"TJI 230•Ib'O.G. O 14 R,. " ,..,. 5 1/D"XI2"6 5 4 14"TJf 230 O 12'OL. DR BM 10 X 5683 B.' xp D-20" pk" O4 14'TJI 560 a 16'OZ. bA 3A O 14•TJI 560 0 12'O.C. 5 I _ 0 II 9B op 3 Z N SO O 2 X!O DECK J015T5 a lb"Or.. T y Z 505 9j 4 RE5TRICTNE NOTICE 'r 50 IJqL X4 2 T 2 X 10 JOISTSA2A--a I6"O.G. 2 X D ROOF 1015TWRAFTER5 0 16"O.C. T�GOW6 E IXrJr - Z �F Xq q 6 FLOOR JOISrS/RAFTERS s 24'O.G. O.xaaxT;i cr ouP.uo T nroara o SHowna m 2 X conm WmTouLucn IL OM THPI -- z / I soy 4A DA FRAMING NOTES 2 _p I. REFER TO 57RUGTURAL GENERAL NOTES AND DETAILS SHEET5 wmxnfrw"ITTai Rco» i or 1 col sAT SN 2)FOR MORE INFORMATION GOl1va BJGeJ�tNG Fl.B�L......_ L=6'-O'Q 4� I/g'IX /2'I BLB 4D 2. REFER TO SHEET 502 FOR SHEAR WALL SG"EDULE. I ITA FN qG 4 - OR BM coPr"ICl+rcolAatB :Ra►m 12 5. PLYWOODUSED SHEAR WALLS CANNOT SE UD AS PLUMBIND WALLS. corsixTlNc cgowmof 13/4"X14"LSL. 5A ! SD UNLESS APPROVED BY COWIS ENDINEERIN6 CONSIRTIN6 GROUP IN Au.Rf1R3IUMM 5 YRITING. 4X12 k1�4Xb �„1 4. USE SIMPSON'IUS'IIANGEP5 FOR CONNECTION OF Y•JOISTS TO 4X6 4Xb 4X6 6 - OTHER FRAM1ra6 MEIMBERS(U.NO). ii-7 0—\ 1" 3-PLY .. \� , rykF I :e. r 4Xb O 5. USE L II)rD-3 FOR SHEAR WALLS EXTENDING TO ANY SS 6T'a<3 (F"lOOOg) 4 IB .__.DR01'_ / I Z / 14A MANIFACTURED BEAM DESIGN SPEGIFIGATIONS qA eJp MTIQAS JOIST Fb(psi) Fv(Pe1) E DA 2 5D5 2 W.O. m kp 9A / IDRA6 TRUSS N 5D5 O _ _ _ _ d 13 4"XIS" '— La- MIN v-0' TIMBER 5TRA1'm 2250 400 L'IxIO` 4X6 _k A =l�.d\ 1.1�k 7 D 4X6 AB HL7R ( A>LA Q MILROLAM 2600 265 un.lO I Q I I I \ p,1Ck Oi 2 O � A 5 GO Xb 1 T CONT.51/8"XI 1/2" 6LB O k� O PARALLAM 2gOO 2qO 2Ox10 I � 5D3 L_t2P-O' � b Px � _ LOCKED DIA.W/D d' 1 T 4�- X6 DR q -SA: qA . k 4 _. tl' ALL PRE-FABRICATED SHEAR PANEL CAN BE ONE OF THE FOLLOWING - k 0 6"OL.B.N. 4XI2 N N �' Fes- Q IB •12"O.G.F.N. SIMPSON STRONG TJ PANEL 51MPSON GARAGE TJ GARAGE V U 11 1r 2 II II 5'-O° WALL PORTAL PORTAL 5D3 �, 5D3 5D3 HF 1DX24-11/D•O IS HF1DX24-11/D"0 W PLF=230 4k4 _-: SD bA bA SW24X8 TJ24X0 SWbX1 T.gbX'1 4X(� HARDY PANEL SD3 HARDY PANEL SW2401 TJ24Xq SK6Xb TJ1bxb qG 4 SD 5DSK24YJO WA 4( BI 5M2XD T.B2XD ((2)smbxb (2)TJIbYb y o 0 5V82X9 rJ32Xq sW22X'I TJ22Jcl p 2 15 5002XIO TJ52XIO M22YO TJ22X0 Q SD -J f 0 PLF=IDO 5W4DX6 TJ40X8 (2J5W22X1 (2)TJ22X7 zOZ SYMDXq TJ46X4 (2YKW22XD (21TJ22XD Z Q= 5W4DXIo TJOXIO d z W In SHEAR WALL SCHEDULE ° U adQ 1g4T UNIFORM BUILDING GORE/2001 GALIFORNIA BUILDING CODE d 3C m IL APn' cSUANGE � wedCIoArTES, O OINC ASSO S4'ATHIN6 L FIELD L a D" SCOTT FAZEK PANEL PI IND NAIIND CAPACITY NAIL O LTAS DTE OWON)(GOMOW (PLF) 5PACANO adherent 1°e rs •J/8•APA D d'" D W. D S/D'O x 12' p m BY a been revie ante. Autnoriz Yh raked 0 6'OZ. 0 12'OZ. a b"OZ. •16'OL. 0 46•OL. IL Y- d09These Plans hav antl ord'.n it aPPl,cable codelo slue a b encies. Perm 11 5/D•APA D d'e D df '�s /D•e x 12' ROOFFRAMING PLAN FLOOR FRAMING PLAN hereby granted Ic 9fe Gty a9 e e rated .4 OL..12 OZ. �D .4 OZ. 010.0L. 052'OZ. J� approval by all pp- nl e"A b d PROJECT NUMBER: 60-I40 PLAN I sc,�e 1�4" e 1-0° scn�e :7llfsptistW ansn9 tobathe n r o "APA D dti D d'e MO b" a lo•OL. /D'0 x 12' PLAN I A r P .s OL.a 12 OL. a S.OL. .12 Of,. 1 DATE 06/08/04 aPpt°.ii°or approve any vlolear�!, presusQ su 92'APA e No P 10 db 10 d's b" •V OZ. /6.0 x 12 PLOT DATE OI/Ob/OS Pe or ordinan cel the Prpp1otry Wral I 0 5'OL 0 12'OZ, 600 0 5'OL. N.NO) 0 D'OL. _ codes to violate or can ® /D'0 x 12' DRAWN SY: T.G. authority atid. 15/32'APA 16'OL. codes shall be v P) a W01 1 b d's 10 dr D.Io ►s O 6'OZ. 5X seIn REVISR)N BY: rated a 2•oL.Ir oL. a 2•oL. (UNO) SHEET NO- (-)PROVIDE 5'NOMINAL OR WIDER FRAMING AT ADJOINING PANEL j EDBE5 WITH NAILS STA88ERED. USE AM 0 6.O.G.ON SIMP50N STRONG WALL i HARDY PANEL(U.N.0) S- 1 eL - I I (JE - I enginri�s� 4400 Campus Drive Newport Beach CA 92660 I it �I Po New rt Beach tel 949.7S2.1612 n fax 949:752:5321 I Palm Springs 1 760.323.5090 I � I AN NGUYEN.PE HU -_ QpOFE551p1,,! NG6 o 2 I # P 07 L_. 4XB PARTIAL I DR BM R 159 Tlf CIVIL P� ALL IFFORMATION ON DA" Op CAL1F0 BASIC,PLANS APPLIES TO UI '.. FLOOR F RAM I I V e OPTIONAL PLMLS NriAJ J z �� - - - PLF=150 �.. OPT. TWO SIDE FIREPLACE it 4X6 REVISIONS m --- 1 NO. DATE DESCRIPTION r - L 13 14A �, 4X6 � O 4X6 I 11 I r i ipkp 5-O GONT END TRUSS W/EN11 E�/4A4"1.Si- — i I F 1 I -O fL$M MIN= r_ W-01. 2--,S" 15 I I 7731/2"X[4 LSJFL'BM XA -2 �J PLF=100 ;: ALL INFORMATION FROM ES TORgTRICTNE None �f - --- PARTIAL ROOF FRAM I NC PLAN �,>�IATE M"ATI NNW ,DmRt,M ""GRAD PLAN I B Si /4" = I'-O" coraTMUL� acTa+c ROUP,erc�u1 PLAN . ''• - -_ INFORNATRNJ SHDWN6 COIJHDBJIML TO ALL RCpP03YR AND NO PART OFTFIESE DRAWINCd I � WITHOIfr WRfI-rEN CONSQi'f OF R®RWUC�,NOR CAN ANT ' STRUCTURE BE BUILT FltOM TIEM PARTIAL GOUV6 E VGRJ�IG COMA LT NG ALL IFPOI�FATION oN BASIC,PLANS APPLIES TO PARTIAL ALL INFORMATION ON �, � _ caPrRlcEsr Gouvls , ROOF FRAMING OPT PLANgNxoJ FLOOR FR MINCE P N � i —I - "G � OPT. LOFT SCALE 1/4" ALE va" = r-o• PARTIAL BA9IG PLANS APPLIES TO OPT. ABOVE LOF?'G FLOORFRAMINC OPTIONAL PLANS NNAJ OPT. BI7RM. 4/5A. 3 PLAN 15 ii ---- I 4 I n o I � I U 4XI2 rl w I � Q a ( I 747A� d `� v d w I I L .r LF 4X6 I ' i ' Z dwQr DRAB TRUSS soWEN — F LL- z z LL W W W J m 0 w 4"PR EIMI o 'al cUC m o APPROVIDILU L-4. 4X6 4X6 0� VAN FOR PERWIT ISSUANCE ~B�/Z ✓ F OO SCOTT FAZEKAS&ASSOCIATES,INC �L Q �L U d� iaM� dd O BY DAT O-II- W Q 0 These plans have been re%�� -d for adherence to the J I applicable codes and ordinance. Authorization is PARTIAL ALL INFORMATION ON PARTIAL PARTIAL hereby granted I? issue a t;P.3-je g permit pending ALL IN"ORMATiON ON ALL RFORMATION ON ALL RFORMATION FROM approval by all applicable City ag���cies. � Pfl [{TNUMBER: 60T40 ROOF FR/4M I NC BA G PLANS APMIM TO �+I`O PLANS MPL1E5 TO BASIC,PLANS APPLIES TO BASIC PLAN APPLIES TO The issuance or granting of a permit based on OPTIONAL,=LArIs(uxoJ FLOOR FRAM I N, OPnoNAL PLANS N7FVJ FLOOR FRAM I NC OPTIONAL PL./1!B NxoJ PARTIAL FLOOR FRAM I NO PLAN ALTERNATE ELEVATION N.N.OJ approval of,hose plans shall not be constrr�ed to ISSUED DATE Ob/08/04 SCALE : 1/4" = 1'-0" SCALE : I/4" = I'-O" _ codes or ormnance.nnuv- nit perm t or approve ove a y olaCon of the applicable PLOT DATE 10/21/04 Presumed 10 9— OPT. LOFT OPT. HOBBY RM OPT. BDRM. 4/B?�. 3 PLAN I� PLAN ,$ SGAI,.E s I/411 1'�11 authority to violate.or canceir the provisions of such DRAWN BY: T.G. codes shall be valid. REVISION M. SHEET NO.: S- 1 .3 i i (JE I GO�(� V 1S ennineeng 4400 Campus Drive Newport Beach CA 92660 --_ --— ------- —,' Newport Bead, 12 tell949.752.1612 r 5D9 fax 949.752.5321 'I 2XRR NUEN - Palm Springs 4X6 4X6 4X6 ____- ----_-_ _--- ---._._-_.... tell 760.323.5090 2—11 Vy/EN 4X6 — - -12,0" HUAN NGUYEN,P.E. 5D yy IB •' ... vp0FIssit' p G N'f( eTob `Z I REVISIONS NO. DATE DESCRIPTION I "! L. RESTRICTIVE NOTICE �� V = I Q � Try oawra oanwe+as.Arm � I � :; i 3 I ��ca�wr�,►�Nc l cormtiTa+c caas.ANO Au I l ravunoN SNowNa - l I �li'' � I i CONHOBaIIAL TOALL RfORBJTS ., _ AND NO PART Of'M16EOMWINGS __ __ _ _ J ! CAN BE COPIED.TRAPaF91®.OR cams nNc svvrnuRT I11i Paon rNm i I wrrraurwunalcaae•Ir of , caolm I coPrucNr colA•a taar�r�uNc TYP. TYP• TYP. camnnNc caour�ms It -_.. 5 5 Au RIGNrs aaea® 6Te8 ILL— i 5 � I ' I III ,. a'• 5D9 i I �I � . A 2 A axb X 2 d —� 4X6 4X6 y� O.T. ! 5. U-5 IL --.— OF IG 5�_O„ IG � IG 4 ID 5D3 SD3 i = f W ----- 4X6 ----- z 4w� J Z � Q�m I L1_ Z w w IL J a Y U maw _ BY __ LHTF Q� co QUO Tl,e hey:e.i ..,r:d for idha,en-to int ALL INFORMATION PROM ie cooI0%FROM ea in Auth . c Eli PLAN APPLIES TO BASIC.PLAN ALL INF;OR1TAPPLIES TO approval v gran t dung Pe m't pending PARTIAL ROOF FRAM I NCB PLAN ALTERNATE ELEVATION MINOJ PARTIAL FLOOR FRAM I NC PLAN ALT�"ATE ELEVATION A ape al by all aP r granting e tiny y ies. IM ED DAT]i ER P/OZI/0 PLAN I G so,�e . ,/a" ` '' FL IN I G The Issuance or granting of a permit based on awmATE: O/21/04 4 SGALE : I/4" = I'-O" approval of these plans shad not be construetl to PLOT OATS 10/21/04 permit or approve any violation of the applicable codes or ordinance. No permit presumed to give DRAWN Ili T.G. authority to vlo ate or cancel the provisions of such REVISION codes shall be-:Id. SHEET NO.:S— ' .4 F SYMBOLS LEGEND FOOTI" _- .f -_I--...__. r—t_-= Ij.___..__...__ ' -____ �/l/ --- ---- . I I r------------- I DROP IN SLAB(VERIFY PRIOR TO GONSTRUCTI GOM^ -------REBAR PAD ralMBeR — P2 4400 Campus Drive I I r 1 x DETAIL NRABER Newport Beach ETAIL D SHEET M"M CA 92660 4'-O 1 1 --� �- 10AM SOHEDULE Newport Beach 1 I I I tel 949.752.1612 D r �2'-0.50.X la'DEEP PAD W(2)a4 E.W. A I DD 0)*4 TOP b(Ua4 BOTT- I 1 I DEEP PAD WE.K. fax 949.7525321 a4 E S7}�IO I L L=4'— -- 4 Springs PAST HOL E/W J i g'-`�• 6 a palm 5 /01 I 4 4 ®2'-0---X I.-DEEP PAD W/(2)a4 EEAiRl 71i0.323.5090 �� I to '-.I (r ------------------- ------- - -------------1 2 "S0.X IH PAD W/•DEEP (S)a4 E.K. HUAN NGUYEN RE.. I ADD(I)M5 TOP 4(I)_5 BOTT. TJ3 X9 I X9 I 0)p4 TOP 6(1)*4 BOTT I P 1 14 i 1�I Le '-0'PAST HOL ' E/W L 2-0'PAST 5TriDY... X 18'DEEP PAD W/(3)a4 E.H. 1 r; ® SO.X IH"DEEP PAD W/(4)04 E-K QtµpfESSlpl,, 4'-0'S0 X IS"DEEP PAD IN(4)04 E.W. f - � i 1 4•-6•W.x la•DEEP PAD vw(s)as Eri. L•---------------- ------- t o/ ' ' FOUNDATION NOTES `F CAL10 �2`T 1 IB 1. REFER TO 5N-1 SHEET FOR MORE ,INFO a. NSOTI� '1/5D. -I AND IS/D-1 FOR ITALLATIOONOF REVISIONS b•-0 I - i 3. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. NO. DATE DESCRIMON ALL INFORMATION FIFIOP4 IA I ! I QQ IOA2/04 CLIENT REV. ANGhIOR BOLT 1 14 PANEL SPACING 8 II/01/04 CLIENT REV. 1 TYPE PARTIAL FOUNDP�TION PLAN , e o1,D5,�5 CLIENT REV. J BASIC PLAN APPLIES TO D ALTBZNATE ELEVATION NN.0) r. ,'.I 1 ® s/H'e><12'a 46'O.G. SCALE : 1/4" - i'-O" t I i \ .` --------PLAN :25 �J s/e.xla asro.c. - -- ---- L--=- ® s/e•m x 12'a 12.O.c. I i i I 1 I �;I _ I ae I . - - - ------ ' I ---- ------- L_ -' 1�-- 11 1 11 vl I S/D.xw a le•oz. 1 1 1 I ® w Sx m In contact w i I I I HT r / L 1 I I concre�e -� L_ _J y 11 1 e I b -'�i/ =- RESMCTIVE NOTICE C, r � 1 ADD 11 a TOP l O)a4 BOTT 1 LJA , w 5XII,III la o Z. rH�DERGNS i /Vi ___ I L�4'-O"PAST 2 STHD14 E/W1 II I 1 T 1 ,-- � omw oF GiaA%laac�wc s/e°o x 12'a 12•D.C.. coNaxTn�caour.nn®Au r, I------ --- -. 1_, -k I 1 etdce w'3x6 en1 1r+roan�noNawwna 46 C L 11 1 I I I I i sie•o x 12•.a•o.c. A \ 1 I a I 1 I . .wDxb.ul sraucn as et as rraon rNa li I I \\ I I 1, 1 i v rHwrwx rmaca�ur or cow s erc NG!"a+c cuEr Nc GOlN6� .1 I I 1 1 1 I 3B °�u nalcans ana�'aa I __ 1� -I, �_ 1 — 11 I 1 4-o I -_ I I - -------- - -- - � -----J ' - - r---- I i o i ! 1 II I I I DI I I aei I 4--0 I I i t I IBW-o•I I 1 ' aB 1 a 1 I I D I I Q i I _ I I I 1 I z 1 1 1 I 11 ADD(1)a4 TOP d O0a4 EiOTT. I I 4 I 0 A I L=4'-O"PAST HOLDOWN EAN _ o ----------- I 1I --- -------J J IJ W I II 4 I n I I Q w O � I 1 I I ADD(Ua4 TOP t(UM4 BOTT. I Q J 0 1 I 1 L=4'-0•PAST PANEL /W___ ___J J LL Z Q Z L- -___— — ----- I TN 14 L— _ _._ ---_ — Z LL m�W O U max !! J22XT 9 9 TJ22ORTAL (Q J � 6ARA5E PORTAL 6 Ll� Q GWz J �O� ALL INFORMATION FROM J BASIC PLAN APPLIES TO PARTIAL FOUND?�TION PLAN ALTERNATE ELEVATIONNNDJ FOUNr:)ATION PLAN ILa m BCO T A I LC A1 S II' PLAN 2G SCALE : I/4" = I'-O" SGALi: 1/4 I'-0" sh p, b u"T PLAN 2� r a � d for AW e to the a—by b 1 cod A iho r+ pRoJEGTNumBot: 60740 herE-by grenfad to 's ���uuing permit pend:,y ' approval by au appucaole euy.geodes. ISSUED DATE 06/05/04 The Issuance or granting of a permit based PLOT DATE: 01/06/05 approval of these plans snail not be construed tc permit or approve any viclaticn of the applicable DOAWNBY. P.T. codes or ordinance. No permit presumed to give REVLSIOt4 BY:authorityhal to violate or cancel the provisions of such codes sl be valid. SHEET NO.' 1 S-2. 1 I SPECIAL FIELD C.ONSTRUGTION NOTES I.CONTRACTOR SHALL VERIFY TENDON LENSTHS AND STRESSING TAIL LENGTHS PRIOR TO SYMBOLS LEGEND FABRICATING GABLES.COLOR CODING OF GABLES 15 ONLY TO A5515T TENDON PLACEMENT, Lbi I ' AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT ORA 6RY ORA-6RY LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,MD ELONGATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GO1VI5 ENGINEERING PRIOR TO FOOTING FABRICATION. ----- III 2.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON ---__ _T__--___ N _ ________ (_.._.. _ -_r- r __...._.._( DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON I �/ SUPPORT LAYOUT,SEE DETAIL 4/Pi(SRr-U. I I I 5 SPACES AT 3'-10"3 O.G. 6 SPACES AT 3'-3'i O.G. S.PROVIDE ka x 24"DOWEL 6 24'O.G.AND 12'FROM CORNERS AT ALL CONCRETE STOOPS PORCHES,PATIOS AND OTHER ATTAGNMENTS WHEN CAST INDEPENDENT OF I 1 I 1 x25'A =1-1 15 2 x49'A =5 5 4' Ix5g h =4 I ' Ix5H4 -4 1 2" ___ REBAR POST-TENSION SLAB UNLESS NOTED OTHERWISE. I I I BLUE ORN-BLIJ 19 ORA-GRY ORA-CRY ensineerin� 4.ROOF?LOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY 1 I I IX50'a =2 14" I Tir I 5 x5T'A =4 5/5" ® PAD NUMBER " ''�- PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 5 I I I RED-WHT 6R ORA-BRN DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 STRENGTTi. 4400 Campus Drive ICI S.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION.CONCRETE I -', N., j 1... I I r r X DETAIL NUMBER Newport Beach PLACEMENT AND STRESSING OF POST TENSION TENDONS. 1 ! ! III --- -- ---6.FINISH GRADE AROUND THE PPJRIM ErER OF POST TENSION SLAB SHALL BE GONSTRUGTED -ICA 92660 SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLPB. 4 - - DETAIL SFIEET NIA-MBER1.A MINIMUM OF THREE(5)GYLINDERS,/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE I ADDLPAD SCHEDULESTRENGTH (2)-k 4 TOP f I ' �l_ 1ANC, 1 T TION NOTES (2)-k 4 BOTTOM I I P2 Newport Ch 1.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BINDLES,PER THE DIMENSIONS ON y.0{p TOTAL(4)BARS 1 2'-0'SQ.X 19'THICK PAD W/(2)k4 E.H.B01'T. THE STRAND FLAK MOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 d i• I I I I I 7 tel 949.7S216I2 NO TENSION ON Tiff TENDONS UNTIL AFTER THE CONCRETE 15 POURED). ,PrN I Q I I I I I. T t fax 949.7525321 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE 5 1!I I I I 2'-b'50.X IS"THICK PAD W/(5)k4 E.W.501 PER DETAIL(4/PT-1)AND DRILL A 3/4'DIAMETER HOLE IN BULKHEAD Ui.E55 NOTED - OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN L _----J Qj I I I I Pairn PLACE. :-•- '� 1 4 I I 1 1 4 3'-0'SO-X Ib"THICK PAD W/(4)°5 E.W.BO'1"T. Springs�.�. 5.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER srH51O t I _ __ tel 760.323.5090 .-.-. ...............1..,... .... ........ - . ...i4iiFRi{r..-............ DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-GORED COILS OF STRAND � /1 1 '_"'---I � _•T_--- ----I ____.__- -, 5'-b'SQ X 15"THICK PAD H/(4)k5 E.K. OTT r AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST ID' W 1 I ---- -- ---- -- - _ OF STRAND MUST PA%THE BULKHEAD AT EACH STRESSING END. HUAN NGUYEN,RE 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS KITH 2 NAILS Qj I Q 1 I I IAVD 4'-0'S0.X IS"THICK PAD YN/(5J k5 E.W.BOTT. TIGHT TO THE d1LKHEAD.Ii RIND SHANK RECgMFRMlDtD. I (2)-kg TOE! T-152 D T.B2X9 I C2)-°4 TOP=• "1 S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I I/2'FROM BULKHEAD Sl1PPORT 50 PANEL PANEL 1 I I f(2 M g BOTTOM 2)-k 4�BpTeT, THAT THE CENTERLINE OF THE ANCHORAGW IS APPROXIMATELY 5 1/2'BELOW TOP OF L-4-Q PAST . 4'-6'SQ.X IS"THICK PAD W/CS)kg E.W.BOTT. SLAB. 1 I L.......P�. �, ...:...........l .............r............................ 2)94TI{*11, ... ...... } ,+ .,.S.'' <volesslonq b.AT STRE55IN&EN05,REMOVE WRAPPING TO APPROXIMATELY b"INSIDE THE BULKHEAD. - I TOTAL-{4)'BARS pTAL(4�pAR$ 1 DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND I I 15'-0"SO.X Ib"THICK PAD W/(5)°5 EH.BOTT. �W�J /AZfyc THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED 12'.__ C 5'-b'50.X IS"THICK PAD YN!(b)k5 EA.BOTT. * 6 07 PLACE ISUPPORTSIATOGABLE NITERSEGTIOAIDR TIE THE STRALES OR NDS TOGETHER. L-----------------------J ;. ........ ..,............:.... ..;1 �f 6.GHEGK STRANDS FOR TEARS IN PLASTID WRAPPING AND REWRAP.ALL TEARS IN - t I.......%. ...... ........ ..... P WRAPPING 12'OR LONGER SHALL BE REPAIRED. . -------- --------- .-, _ I 'TlF. C..IVIL CC` M.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE __.__._ _..__.. I :� TI POST TENSION N _ of CAL% UNBONDED AND PREVENT INTRUSION OF DEMENT PASTE OR L099 OF COATING MATERIALS I _,,. : 1 :I = 1. REFER TO 5N-1 SHEET FOR MORE INFO, DURING CONCRETE PLACEMENT. TE S TENDON STRESSING PREPARATION NOTES ALL IIFORMATION FROM 1 - 2' PARA METERS.SEE P05TT TENSION DESIGNN NOTES FOR SPECIA L 1.REMOVE POCKET FORMER. ................................ 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXP05ED PORTION OF BASIC,PLAN APPi TO 1 ........ ....... ........ .. .. ....... ........ ..... i •m CONSTRL'GTION NOTES,TENDON AND ANGhiORAGE INSTALLATION REVISIONS ..I.. . ANCHORAGE 15 CLEAR.IF A FILM OF CEMENT PASTE HAS,INTRUDED,REMOVE IT KITH A PARTIAL P.T. FOUNDATION PLAN ALTERNATE ELEVATION 41 I ! 1 _ F- NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING SCRAPER OR SCREWDRIVER. b-0 I ��.I ; ...�..I Y x PREPARATION NOTES, NDON STRESSING PROCEDURE NOTES, NO. DATE I$I DESCRIPTION �� 3 STRESSING HOLES 5E ING NOTES. a 3.INSERT A PAIR OF GRIPPERS STRAW HAND INTO EACH EANCHOPLASIE.SI- PLAN 2B GATEC ORY I '�e : I/4° I'-Oe 1 1 1 ,I / 3. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT I ; Q 10/12/04 CLIENT REV. DIMENSION FROM THE EDGE OF THE 5LA8.A YELLOW CRAYON AND A WOODEN CARPENTERS Ix25'A =1 1/8" 1 4 DESIGN DRAWINGS FOR ALL DIMENSIONS SHOWN ON II/OI/04 CLIENT REV. RULE ARE RECOMMENDED. �� " " !: .............:............... .......... ..... ..... .... POST-TENSIONED FOUNDATION PLANS AND REFER TO TENDON 5TRE591N6 PROCEDURE NOTES Ix30' 4" F��e =4 I 6:58'4 e4 I i•' 1.: OI/01 CLIENT REV. I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON RED-WHT I ORA-6RY ORA-GRY ALL HREMAININ6 DIMENSION NOT SHOIYP!ON TPOST�-TE MI5 OI€DN65 FOR EXPERIENCED IN THIS TYPE OF HORK;HE MST EXERCISE CLOSE GIIEGK AND RIGID t 1 \ I TN �. FOUNDATION PLANS. CONTROL OF ALL OPERATIONS. I 1 (2)-k 4 T/OP t ` 12 H,_O" _ 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS. ..._.__. -_ _ _ _y._... .%"\ _ d --_ --__. _--- I_ -_-_ - 1 (2)ENTRAN_X C-O. 4 VERIFY NTH ARGNITEG (AND STRUCTURAL IF BY rDTIffR5) GORED UNDER J08 517E CONDITIONS,NAVE BEEN TESTED AND INDICATE THAT THE -.-.. -. / ,) _... In 1 T I a N -.._�2 � .I DRAWINGS FOR ANCHOR BOLT,HOEDOWN 0ALLOU7(INFORMATION CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL ^ - I; ° ..,.,.,•. ,,,••... ..,. •, ,.,., AND 5H EM WALL LOCATIONS. L, DRAWINGS OR 2000 Psi(MINJ. ...L. P4 ,.!:.� :�, - ..... ..i.. ..$I_Oa..... P el ..}.. ..c.. .. :.. 1 a.ALL PRE5TRE551N6 STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUiN- I' _ '�/ i, I P4 j _ : p .I 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. HYDR/WLIG JACKS,EQUIPPED NTH ACCURATE READING,CALIBRATED HYDRAULIC J '.�- ____. I I 7 �, - I I I b /PT I AND 16?f I FOR 18 - {- � - t q. L- (X ; L_ ; TI REFER TO DETAILS 15 PT-1,lb/PT-1,IT - - PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. -- I j INSTALLATION AI HOEDOWNS. 4.THE POST-TR SSING OPERATION RE BE 50 CONDUCTED THAT ACCURATE ELONGATION :�: r- .-`.• I 1 ..Opp. ...I. r OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS .•�••. ))_ a 4- ........... .. x SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. ..... j, 12 '�l- �'- -�... T ........... ........ ....... ......I... ......(2)-•94BCJFT;..........._ - ................... ....'.. ...................... ..................................... y 'i 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGE5 AND ELONGATIONS AND � - •• •• I /6'�/ �� •� - 1 L=4'-O"PAST I E U p�SHEAR ANCHOR BOLT pE$7RICTNE NOTICE 7 ;... SUBMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF .• E `.-# ••s, w-__ : 1 1 e 6,$ / �/: TYP.. (2)gTHD774 EE yyyyyy,,, I ® O TYPE SPA�CIN6 THaeomcNSouw°ws,un STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. RC (D L TOTAL •�-(2) 4 TOP t -- 1 „ li O rhr OF GGINt9041aNIMNG I __._ _ SPEOIIGTIOMEMETHIEIXaL9YE !. U THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE k s ��•I�.(v: -- 1 O ULTIMATE FORGE OF THE TENDON. TOTAL(44 BARS --._ .. .. _. 1 'I.° � : I7 _- 1 ® m I CpI'>y/LT'Nt;Gwu1'uo Nl � E l2) a BOTTOM: 6 � s/e• x 2•a ab•o c. I m (41.5 x.DO•3a.0 k s). E i �...\ ,1 : I - - - p IrrosnwTMON.wowNa 1.TENDONS SHALL BE ANC D AT A FORGE NOT TO EXCEED'TOSS OF THE ULTIMATE _ _ FORGE OF THE TENDON. _.a-- • .................... ..... .... ... .�_ ......::..I..: .................................... �. .........I.:. . .... ...: ....... ...... ..... .. .. ..... II 5 caMmot7vNTULTo�Mt stOnaNrs I,;, ,t _ 11 y a ..�. . w /b'm x 12^sae oa (41.5 x.10 a 28.9 kIP°). �' .... x .. - I I •r .2B... .- i_ I tV N © GN K PooPl®TW45i �,M \ I I \. ' ;.. .. 1 ADD \ I :1. :... 6.THE STRESSING OPERATIONS PROCEED AS POLLOWS, I •mi O STRUCII1116 fE eIMeEsuLT gtoN T1BT -REMOVE GROMMETS AT THE STRESSING ENDS:CHECK INSIDE EACH 6ROMMET HOLE TO : 1 I \\ .'1 L.__. 1 I a p( wITHgTr wsMTTMaN coMaeNr ar MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE 19 -. _.;_... !` -- j I 2 k ; -, „! X w R S!6'm x 12'•12`OC . :+' _! (2)-k 4 TTO It Hp _ I.. : ! B K ® 5/a°m x 12'6 8"O.G. GOIrvaI3,IGINffRING mNaxnNc FROM ANCHORAGE NTH A SCREWDRIVER. II I - I > j:- x �^ G■oIr -INSERT WEDGES,51DE BY SIDE,BY NAND INTO ANCHORAGE. P2 L 11, t:. .....:.......... ...... . .. .................................... .1':..............Ir... ..... ......... .......j. v ® 5/6"m x 12'•Ib"OZ. , ILI, "" I TOTAL(4)BARS w/SX.I11 in contact w/ axnalGHr Gouvls eNQM®eNG -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM (' ,Z ;I I I : I �etpA1 THE EDGE OF THE SLAB. I __ 1 -STRESS THE STRANDAT as kips. I n r I r ;-,:----- ----_'�,,., I y ..._ ___ _S- --- -•-,i.. S THE THE HEDGE5 IN THE ANCHORAGE USING THE HYDRAULIC,5EATIN&DEVICE BUILT INTO L�J - 4-O"1 I- -- .� 1 T w/3X6 12'S Ib'O.G. ALL eIQ11S R61AV® --_ ._ - --- I --- etgma ° M. -REMOVE THE RAM. t 1 f I - 1 Ot4 -- - -- + o I -MEASURE FINAL ELONGATION.RECORD ELONGATION. .........................:..........j..t:............................................................................j y'�'i .;.I...........:... ........... ........j.. ,.. .. ..... .;......gip 9.IF INGONSISTEMIGIE9 BETWEETN THE CALCULATED ELONGATION,TFff MEASURED ELONGATION, I9 8,-0. •`•• 737=M a'TOti'F""""� ! 51 x 12'O 12`O.G. I 1 ,qps w/SX6 sill AND THE JACK WAGE READING OGGUR,THE JACK-6UA6E-PUMP UNIT SHALL BE PTI .I I I, I : (2)-k 4-ENTRANT 4'-O" s RECALIBRATE.AN AGREEMENT OF NTIIN 1%UNDER TO 7%OVER SHALL BE SATISFACTORY. I I I; :I : 26 I PgTBI t RE-ENTRANT I : (• 10.TENDONS STRESSED FROM ONE END ONLY SHALL Be 50 INDICATED ON THE PLACING CORNIER BARS 1 DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED x 12'1 b'O.G. ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN w/axb°m THAT THE HE 'ES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF :.1....... .......'... .:;.I.. j............................................................................I • ..I......... .-....,...:.I.. ....... ........ ............... ..... 1 = THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE 4'_O OPPOSITE END,ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE I I 11 STLAtC RE'INGSSINGWIN69.TENDONS EXCEEDING Moo FEET IN LENGTHS,MAY NEED TWO-WAY 1 I -- I ° T ( 5 TOP f _ I 1 a TABLE A If.PARTIAL(OR EARLY STRESSING)OF TENDONS,WffN REQUIRED AND NOTED ON PLAN, t ( 1 I (2)-k5 BOTTOM I I w Q SHALL CONSIST OF INITIALLY 9TRE%ING SUCH DESIGNATED TENDONS TO FORGE OF 0000 STD I. I.. I �� TOTAL(4)BARS: I 1 SOIL NIE EXTERIOR FOOTING__ INTERIOR Z LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL .........................:.......... :............................................................................ '•I• ............... I ...1 ! 4 CATEGORY X-1 ! STRESSING. I I I II Q .... ....�. .. BELOW LOMIEST 6RADE THIGKME55 �l- 12.ELONGATIONS SHOWN ARE BASED ON.TO I W.MEASURED ELONGATION 1%UNDER TO 7% c-, 1 1 I I7 .•:.'�,! ..ADD(2�-k a TOP f: (O<E.I.S 50) IZ'0 SMEAR O OVER 15 ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT 6OWI5 DIO L--__ _J I - i L tOP 4' (2)-k 4 BOTT.X 4-O' GLOW E(�XPRAN510W I�• WALLS ONLY J ENGINEERING. I- - - 1 1:.. - RE-ENTRANT i H Q 13.TAKE SAFETY PRECAUTIONS AS NECESSARY,DO NOT PERMIT WORKMAN TO STAND .............../....'... .�...... I i- ❑ ... .. ... ........ ........ ........ ...... CATEGORY II(51 N E.I.S 90J O I ) - �:- °..NDONS .;. CORNER BARS 18' IS' V O BTNE REUSABLE PLASTI NO A41LE C GROMMEING TORMS A HOLE 2'(INCH)DIAMETER WNIGN 19 TO DE I -- _. I PI L-�- -- P1-- -......__. 10 ..... .I l / (MEDIUM EXPANSIOW Z STRESSING HOLES SEALING NOTES I .................................. ................. .. 14 p t/ 4 I' Y W Q NY i ..;.. Q :.. FILLED AND SEALED HATER TIGHT. I 1 g_g• g-b""• I (IiAI� AMLUI(r7lylN E.I.S 130) V 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 5/4"BACK IN HOLE.BE I 24 24• _ CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE 5x4B' e g " I I Iq I I �• I I SEE SOILS REPORT FOR SOIL GATE60RY ON A LOT TO LOT BASIS. THE GUT AS QUICKLY AS POSSIBLE. 1 : ADD(2)-k4 TOP : I - .({ Q W 3.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK raRN-YEL ! I I 4 BOTTOMd - 12"-0".7..... �. ..................... ^LOCKOUTS (THIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS ! I ( 1 l: =b"PilST"';"""""" PURPOSE.(AN ALTERNATE STIFF MIXTURE OF THO PARTS CEMENT TO ONE PART SAND IS I PANES.E,'W. ACCEPTABLP.�., TFQ4 unSrc4 I 1 I TOTAL(a)BAR$ I: •a m � Ip W I . ( v Q 11.11V -DEFORMED MILD REINFORCING&RAPE 40(kS f k4)STEEL SHALL CONFORM TO ASTM I 1 I X EO O N J O 0 A-61561RADE 60(-5!BIGGER) 1 ' A 156 AOr60LCONFORMTOASTMA-418 j L- -- -- --- -- ---J L- --------- --------- -� z0z -PLASTIC SHEATHING SHALL BE FORMED BY A CONTINUOUS EXTRJ510N PROCESS,WiIGH --. �• - . ... _ _ .�.�.� _ o TH 1 --------- --------- z W W APPLIES CA' SEANCE%POLYE7HYLtTff PLASTID JACKET OF 40 MILS MINIMUM THICKNESS. � _ -__-. ..-- .-..- - .-_-.-__-.. PROPERTIES OF 7-WIRE STRAND 1/2•DIAMETER _ - ,n to 0 W NI - -F R (ULTIMATE)270 S J2 X•T q p 9 T-2 -AREA-SQUARE INCHES,.MSS GARAGE PORTAL D GARAGE PORTAL QV F-RT l 2 ULTIMATE)-POUNDS 41,500° m d J -Es-p°I 28}00,000( (L '. -MAXIMUM FORCE(6 I pi)TO 55,000k OVERCAME FRICTION -MAXIMUM AMIGFNOR FOR[.E 0 I p°)2G.9ODk �-'Z W IL 'I -UNIT ELONGATION PER FOOT OuOT9'(PA POUNDS)02 INCHES)AREA E ALL INFORMATION FROM In� �/ x O F BASIC PLAN APPLIES TO APPRn�r=p 0 A LI O Z PARTIAL P.T. FOUNDATION PLAN °L�N4��ATON"""' POST TENSION FOUNDATION PLAN SCOTTFAZEKAS&!A SSU NICE SSOCITES,ING �� m PLAN 2G CATEGORY I SCALE : I/4" = IM-o11 PLAN 2A OATEC�ORY I '/4° ' ''-�" BY.-- _DATE T ea -d for.adherence to the PROJECTNUMBER: &C`740 ! 4 !es a e Authorization is ,�d ig permit pending 65UEDDATE 06/05/04 npov r 1app(mabl cry gc Ras. PLOT DATE OI/Ob/05 Theissuance or granting of a permit based on approval.of these plans sFell not be construed to DRAWN BY. K.P. permit or approve any violation of the applicable REVOM BY: )N: -codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. $j..IEET Ni S 2k IA I j SPECIAL FIELD CONSTRUCTION NOTES j 1.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND 5TRE551N6 TAIL LEHSTH5 PRIOR TO FABRIGAT"WS GABLES.COLOR CODING OF GABLES 15 ONLY TO A551ST TENDON PLACEMENT, 1,6 SYMBOLS LEcSEND AND MAY 13E REVISED AT THE CONTRACTORS OPTION.ANY DISCREPAHUCS IN BUT NOT ORA{�Y ORA-�Y LIMITED TO,DIMEN510N5,TENDON COUNT AND LENOTH5,COLOR CODIH5,AND ELONGATION DE516NATION SHALL BE BROUGHT TO THE ATTENTION OF 60UV15 ENGINEERING PRIOR TO FOOTING FABRICATION. 2.BRICATION END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON ..1_ THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF Elm''AND 6ENERAL TENDON _ -- "^ - - 1T20P IN SLAB(VERIFY PRIOR TO GONSTRUGTIOw ---- GOLTVIS - ---------- *!' I I 15 SPADES AT 3'-10'i O.G. 6 SPACES AT 3'3'z O.G. = PORT LAYOUT,SEE DETAIL(248 O.C.• ND 12 I- -I 5.PROVIDE"5 x '4"DOVES a 24'O.G.AND 12°FROM CORNERS AT ALL CONCRETE py�(-¢ -.-•-•- STOOPS PORCHES,FAT105 AND OTHER ATTACKMENT5 WHEN CAST INDEPENDENT OF 1 1 Q I I I Ix25'A I'F 8" IX49' = 2x4H'A =3 5/H" Ix H8 =4 I a REB'�'R PO5T-TEN5ION SLAB UNLESS NOTED OTHERWISE. I t , ( I. BLUE GRN-BLU GRN-YEL ORA-6RY ORA-CRY ' engineeriIng 4.ROOF/FLOOR FRAMING,AND/OR WAVY CON5TRUGTOK LOADS ARE STRICTLY I i ® PAD NIUMBER � ' PROHIBITED TO BE IMPOSED ON SLAG(PRIOR TO STRESSIN9.BE61N WALL FRAMING 5 1 I 1 I I 1x30'G =2 14` 5 x5l' =4 3/8` DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 5TRENSHT. REP-MT ORA-BRA 4400 Campus Drive I.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION CONCRETE 1 t I P�R� I I J { r -1 r -7 X DETAIL NUMBER Newport Beach PLACEMENT AND STRESSING OF POST TENSION TENDONS. I .. AR&I. , , z I I ------ --- 1 DETAIL SHEET NUMBER 6.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED __- _ CA 926� SUCH THAT RAIN AND IRRI&ATIONV WATER 15 DRAINED AWAY FROM THE SLAB. a'-0 I 1 I I 1 �� I 1 --- - --1 LJ 7.A MINIMUM OF THREE(5)GYLINDER5/5LAB SHALL BE TAKEN TO DETERMINE CONCRETE I ADD 1 I I Q I L J L J ® o J� �J S,TiEnGTN. ! (2)-M4 TOP. 1 ..-_ r 1 " t © P2 I I I I P2 P)4D SCHEDULE-._,_---- .I TENDON ANo ANCHOR4<iE INSTALLATION NOTES I (2)•-*a Bo7roM I I I 1 I 1 I I Newport Beach I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON TOTAL(4)BAR5 1 2'-0'50.X ID'THICK PAD W/(2)"4 E.K BOTT. THE STRAND PLAN(NOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 TOTAL 1 1 I I I I tel 949,752-1612 NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). MIT 1 I I I I I I 1 I TI ° fax 949.752.5321 2.MARK LOCATION OF INDIVIDUAL NVGHORA6E5 ON EACH SIDE OF BUNDLE CENTERLINE ,a , T , 2'-6`50.X 16"THICK PAD W/CS)a4 E.W.BOTT. PER DETAIL(0 NOT AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED 57}�/0 p L ----------� - - ---- J L-_----------J 5-9" OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN --- r , 11 PLACE. -- -•-• :--�--- 4 I I I 1 4 5'-0'So.X 18"THICK PAD W/(4)-5 E.W.BOTT. Palm Springs 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER ST}UDl .TttDl _ ,-• -.- - tel 760.323.SM DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-000ED COILS OF STRAND •r r-- _..; .. ..... ..-.,;,< ... ...-_...........:._-.Ffitif..-............. 3-b SQ .-.-.TF...... r____-- ... �..�-- __ _-_,•. XI8"THICK PAD WU(4)"S EW BOTT AND IINVROLL THEM IN PLACE.BE6INNIN6 AT THE DEAD-END,IF THERE IS ONE.AT LEAST 18' --'--- -I ---- - 4 OF STRAND MUST PA55 THE BULKHEAD AT EACH 5TR--55IN5 END. O I I I I -, I I:I 1 1: 1 ► I. HUAN NGUYEN,P.E. 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHOR.)WITH 2 NAILS Qj 1 I I I I J,(.2- (2)-aS TOP ADD4'-0'50.X IW THICK PAD WV/l5)a5 EUW.BOTT. IGHT TO THE BULKHEAD.lb&&RIND SHANK RECOMMENDED. I I I is 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2"FROM BULKHEAD SUPPORT 50PANEL PANEL IANELPAST ((2) 4 TOP•74-6 SQ 8 7HI K PAD W/(5)as EY.BOTT.•..••.•a7--«aBOTT.: I, I 1THAT THE CENTERLINE OF THE ANGHOKA6E5 15 APPROXMATELY 5 I/2'BELOW TOP OF I 1 I I .. L"a'-O PAST; I .X I G - FEtsrSLAB. XTJ52X9 _. I 1 1 S 80TT 5.1. .1....... ...............:... ......L..I:. 4 ..... IN .� •I•'' OQ0.D Oq'A :. bTAL,r47 EAt3 (2TIipJ e b AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY b"INSIDE THE BULKHEAD. I:I :C I I: TCJ•I AL(4)BP7t5 11 I•••••. 1: 5'-O'50.X IB'THICK PAD W/(5)v5 Ek^-BOTT. hMQk JP'N NC'ULA•/,^,t DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND I ( :m THROJOH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED - ' 12". I i I 1 ',., I ( 1 H'-a."+/H" 1 1 II'-0 I/H 9'-11-1/16" - �5'-6"SO.X 16•THICK PAD W/(6)1 ELT.BOTT. 7.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. rL-----_----J L-----------J :....... ............. . .........:.... q+ i I { { PLACE SUPPORTS AT CABLE INTERSECTIONS AND TIE THE STRANDS T06ETHER. I I 1 J ..• 2 I 8.CHECK STRANDS FOR TEARS IN PLASTIC,W¢APPIN6 AND REWRAP.ALL TEAR5 IN ..... ..........'.,..........•.......... 1 J, t Vd2APPIN512"OR LONGER SHALL BE REPAIRED. _� -------------------- I 1 i..., I i POST TENSION NOTES 9TF CUV,L �� 'I 9.TENDON PLASTIC.WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE ..... ...... .. _-.... to I 1 I TYP 7i OF CAUFO { UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS y , 1 1 -''I , ,: III ( TTYIP , 1 = I. REFER TO SN-1 SHEET FOR MORE INFD- DIIRIN6 CONCRETE PLACEMENT. - -.- �- - -.--__ TENDON STRESSING PIS:A?ATION NOTES -- - -- - - -�_ ---LL--J - 2. SEE SHEET PT-1 FOR POST TENSION DESIGN NOTES AND TECHNICAL I.REMOVE POCKET FORMER. ALL INFORMATION FROM 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF BASIC PLAN APPLIES TO ,,,,.•,,,,, ,,fz ,,�,,,,,, ,,,-,,,,$,,,� ,,fz ,�• .,. .,..,. .,+.,. v PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL REVISIONS 1 .•,+...,,.., r.!:+.T, *., ..1...f.............�..,�...., ..{..T..s.,�... ,.. .:1 m GON5TRUGTION NOTES,TENDON AND ANGHORP�SE INSTALLATION I ANCHORAGE 15 CLEAR.IF A FILM OF CEMENT PASTE HA5 INTRUDED,REMOVE IT WITH A PARTIAL P.T. FOUND)�T I ON PLAN ���ELEVATION N•N.0) , ( I I. /. I � •I _ F- NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING SGRARR OR SCREWDRIVER. 8'-0'13 I I I Y T PREPARATION NOTES,TENDON 5TRE551NG PROCEDURE NOTE-5, NO. DATE DESCRIP'iTON DI PVT A MENSION CRAYON MA ED ON GE THE THE AND AT YELLOW CRAYON AND A WOODEN CARPENTERS I%25'A I'1 H° T) ''.. 1::I ; STRESSING HOLES SEALING NOTES. 5.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. - SCALE t 1/,4" ��_0^ { 1 1 I I;I ; SLA "4 4 i "l I (: 1 { 2 STU•I 5. VERIFY WITH ARGNITEG AND 5 IF BY OTHERS) 10/12/04 CLIENT REV. RULE ARE RECOMMENDED. - Dt " " _ I I: ' I POST-TENSIONED FOUNDATNOG FOR ION DIMENSIONS AND REFER ON R ® 11/01/04 CLIENT REV. THE FOI OF THE SLAB,OR AT A CONSTANT PLAN 2B G GO I: DEVON_ TENDON 5TRE551NG PROCEDURE NOTES BLUE , r ..... 1 J.. ..;.. ........ �...1:....................... . ..........1..... ... ;.L., _ = 1 ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWPI6S FOR ® OI/OS/05 CLIENT REV. 1.THE 5TRESSIN6 OPERATION MST BE UNDER THE IMMEDIATE CONTROL OF A PERSON ORA-GRY ORA-CRY , _{ 1 - I I: \ I ,� J DU4 ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED RED-"IT TN U I - I I[ `-�{ -� _ FOUNDATION PLANS. EXPERIENCED IN THIS TYPE OF WORK;HE/SHE MUST EXERCISE CLOSE CHECK AND RI61D - D I I CONTROL OF ALL OPERATIONS. N : ,ADD 42)B�l4T TOP t ;O I H'-°"2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, / 4 1 DD X 4-0' I I d 4. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) CURED UNDER JOB SITE CONDITIONS.HAVE BEEN TESTED AND INDICATE THAT THE ----__.; _._... ._-.___ _.___-...... ...__. _-_._ {__{._ _ _. /� ._..._._ .{ ! ... -__..__ {_ _.._... KN ; I -ENTRANT I (' 2 I O 12 Q DRAWIN165 FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL '-. , I I:It ' .,.I_� .giAR6.........�.......... I ......,.. .. .......�. ' AND SHEAR WALL LOCATIONS. DRAWINGS 0R 2000 Pal(MIN). I t f -.-- --- I i••••.� �] ,. ... . _ r-� \ . ... . .:.. . ...... 5.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF D51,OR OTHER EQUAL I P4 -.� - � TYP I � �5 REFER TO TABLE BELOW FOR ANCHOR BOLT III AND 5P IN6. o / i I pry Pa 1 I ip s PRESSURE JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC Ib L- "-'--'� --r I,- I I L p 1 a 6. REFER TO DETAILS 15iPr�Ib/PT-I,IIPT-I AND ID/P'T-1 FOR PRESSURED 6AUSES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. _ _ J -----------J r._ r �'. .+-+-.-n-. - .J...4...:es:..mi..m. r- r.s. .er•.r,• .--•9BI --J INSTALLATION OF HOLDO 9. ^- -------J L ---------- - 4.THE POST-TEN510NING OPERATION WILL BE 50 CONDUCTED THAT AGCU2ATE ELONGATION �• .r- �'... ---- - - -- -- .�.�----- A -- _ - OF THE FRESTRESSINIG STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS T:_.: �, '• -` P 4 T x SUBMITTED AND APPROVED BY THE STRUCTURAL EN61N�R. r L ---------- ------ ---------- - ---- - T ' :::... .; .........:...............:.... r';..,.............................i... ................................-� 12 <�� `:� c.......... 1... ....... o S.INDEPENDENT INSPECTOR TO RECORD ALL JAGKIN6 FORGES AND ELON&ATION5 AND .�'.. .. ••1• /Y• T:"'� _ I �_TN 4'TDP-# J PANELANCHOR BOLT ItESTRIC'TNE NOTICE LL .._ .. SUBMIT REPORTS TO GOUVI5 ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF h - 1T71 _-__ I I e ry/// 1 b• , ..(2)-#O"B°PAST I O TYPE SPACING STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. E (All 4 T''. 1 1: - , , b'-b�•/r/: I - { L-.4- , © T- TUBE DBIGNE.DIUWNGi AND 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE TOTAL(4)BARS 1 -JT .-. I i a �� I i ,- _-. I , (?)STHDJ4 E.W. , n K sPFORD,TKNSMETN1EIXauarvrt li (2)TD 4 BOTTOM: 1T--_ �- I . x 1 _ r - TQTAL(4)BARS ( O ® 9/8"b x 12"a 48"O.G. CONaUL�T GOUW WGMUD�,Vl� (41.S x.SO=55.0 kl a). } ULTIMATE FORGE OF THE TENDON. 1! E { l I I g 1 11 f -- I 7.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE '� I„(,•.. ........-.;. ...... .{I _J: L. ...._.': .1.: ....................................�. `,••.� .........L:.1... ........;........ "15., .I+ I ..-...L.,;F ............2....... .. I m W II 5/8'O x 12"0 52"OC. CONPDnafW.TO ALL aEORENrs FORGE OF THE TENDON. -- 2, P r I: •. .(E I q ...� X K Z Q AND ND PART OF THFSEDMvvaxs 8.THE STRESSING OPER�TIONS PROCEED A5 FOLLOWS: Jg_' _..._ { J I I ( \ 1 T1 PTI I "m W ® S/H'O x 12"a 12"O.G. GNo RE ID.TfMNaF9t®.OR ADD -REMOVE GROMMETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO _ , .li_-. 1 �: :I`!' O__. i .,. _ %ARCH. I V STRUCTURES aEeUUFRON THEM MAKE(4SURE THAT THE AKNGHORA6E5 ARE FREE FROM DEMENT PASTE:IF NOT REMOVE PASTE I J _...._.. L.... I 1 (2)-*4 TOP d :- ;-.- I I a W d ® 5/8"O x 12'a W O.G. wtrvls BaclNmuNc coNnULnNc 19 FROM ANCHORAGE WITH A SCREWDRIVER. , , T I, , 1 L 1 ( T , I (2)-a 4 BOTTOM ,I I I -I I x 7 5 'O x 12"0 Ib"oz. caow -INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. '....... ..................................... ........ ••••••••• ••• _ -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM L-•ll _ •.I..I........: '1.......t..1.11.............�. ..,..I , TOTAL(4)BARS ... ..... ...... f I..,_............. ,.. .. ....�. ® wpprealll In contact w/ COPiaxxrcouvs exaNHBtINo .I THE EDGE OF THE SLAB. -- , _ 1 i - j j Le wNQ,LnNc caowmof IDS -> - _ ---- •� -----------� D`O --- -�J ---- --� ALLRGHISNt66V® _ I IWO STRESS THE STRAND AT 55 klpa. I `� r --- J �, - yTH " M - - - -J -SEAT THE WEDGE5 IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I a�-- : _ �-L- 4-O 1 e •�-- --- -- al�dea w/5X6 a12'a 16"OZ. THE RAM. L--J" -___ - _ -----------1 --- 5 ---- -- __ REMOVE THE RAM. r , I I { r-- -) 12...., 1• " -MEASURE FINAL ELONGATION.RECORD ELONGATION. .:.............:..........................{.. :..........................PPP... ...I...1.....................................I .;.1............:... ....d.r: .ay ....F 5/8"O x 12'0 12"OC. • ..;. ....tS..... ¢t.......ADD<2)-u 4 TOO.t... bo T 9.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION 19 I I ;, , ;H'-O' aim w/5X6 sill AND THE JACK GIIAGE READING OCCUR,THE JACK-6UAGE-PUMP UNIT SHALL BE T I { i. 9 I 1�_(2)-a:4 BOTTx}'-0' i REGAL19RATE.AN AGREEMENT OF WITHIN T%UNDER TO 7%OVER SHALL BE SATISFACTORY. I I ; , :I 2 I , , -RE-ENTRANT 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED OL THE PLACING I : : I I 1 I I CORNER BARS DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I I I: D 1 1 1 i W 5X x all O 8'OC. ON PLAN NEED TO BE STRESSED FROM BOTH EN05 SIMULTANEOUSLY IF IT CAN BE SHOWN 1 1 1 1 1 1 : I al a r'+/5X6 alll THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I ......... ... I i............................................... ...........................' " :.I........... ........ ......._ ....... ......,...1......,.V. .............:......... ........... v THE TENDON THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE W-O I 1 { , , , -' 4'-O"I I 9 I ( uJ Q I !4 I I I I OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE PLACING IDRAWIN IS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY :1 p,pp 1 I I I a TABLE 5TRE551N6.1 ( [ I - _ r T (2)-M 4 TOP V. 11.PARTIAL(OR EARLY STRE551N6)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, ' I I r I I N I O t4 ( )-N 4 BOTTOM I I E i - Q SHALL CONSIST OF INITIALLY 5TRE551NkS SUCH DE516NATED TENDONS TO FORGE OF 8000 yTHOt D III TOTAL(4)BARS : SOIL EXTERIOR INTERIOR ^ Z • I. ............... J. :. {. I.......... I .•.•. .. ................... ...... g •••ADDf2•]•+N 4•TOP•dl•••1••••••• ........ .......�• 2 H'-0" FOOTING Eh1BED1'�NT RIB OVERALL ?- LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLONIN6 UP WITH FINAL .�. ..........'. ......... ................................. .. ........................... .. .. CATEGORY 4 O I I I I II 1.. . --------J .• ... 5TRE551NG. I 1 I 11 �, 4 (a)-+4 B07TX 4' .. I BELOW LOWEST 6RADE THICKNESS 12,ELON6ATION5 SHOWN ARE BASED ON JO f pu.MEA5U2ED ELONGATION•1%UNDER TO"% -ENTRANT I TI , CATE60RY 1(0<E.I.5 50) 12'0 SHEAR OVER IS ACCEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT 601NI5 'TT'rD/0 1 TFUp ! 10P`: : CORNER BARS TYp.: 12" L-----------J -----------� I---- L -- ---=-- ) - -J l -------- --J (LOWEXPAN510W WALLSONY ` J ............................... �.� �r�:.�.........•..: InL/15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND """" --_-- G EDIUM EY II t'51<E.I.5 90) ------- IL 1� 1 H" BEHIND JACKS WHILE 9TRE56IN6 TENDONS. r�T.......... r-- -_- --- 1 t -----------, (MEDIUM EXPAN510w Z ......... _ STRESSING HOLES SEALING NOTES ...'.... I L--�- -1-- 7 . 1.THE REUSABLE FILLED AND SEALEDSTIC. ROMMTT FORMS A HOLE 2'(INCH)DIAMETER WHICH 15 TO BE I I 1 I PI- PI 5:_5: _ �_6 h�i 10 I6�H EXPAN51(ONUN E.I.5 130) 24' 2.USING A CUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 3/4"BACK IN HOLE.BE 1 I 1 1 I 19 I W Kt 1 i - I NOTE. ~ v N CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE " H" ... ...... T a TI 4 2 2 O I...I............•......N•.•...••••••...I SEE SOILS REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. <w THE OUT AS QUICKLY AS POSSIBLE. x I ADD(2) 4 TOP ADO(2) 4 TOP GRN-YES I 11 1 1 1 I Q Q X z 3.AFTER TENDONS HAVE BEEN BURNED OFF,THE EPDXY MI S ALLOONTRAOTORUSED SHALL DRYPAGK d(3)rf9Q PASTBOTTOM. ... .......A(2yiN.4.BOTTOM........ �l - BLOGKOUTS WITHIN 10 DAYS.ANON-METALLIC EPDXY MIX SHALL BE USED FOR THIS i I I 1 I I t���������� =4'-0"PAST 1 1 L=4:-O"PAST.: 1 � 'D ..`` PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 , , I , I PANEL E/K , 1 PANEL ENV. ACCEPTABLE). _ TOTAL(4)PARS TOTAL(4)BANS "3 O.` Q W L TECHNICAL PARAMETERS NOTES 1 I I- I 1 I 11 Ii �'. a V at -DEFORMED MILD REINFORGINUG GRADE 40(Ra d 04)STEEL SHALL CONFORM TO ASTM I ( I I I I I ,7F X 0 IL NLJ U- ......... A-615GRADE 60(aSd BIGGER) L- J L-- J ' L_ -_---_--J --------- -J z -------- ------ _ ___ -STRANDS SHALL CONFORM TO ASTM A-416 .: ... ...... Q to -PLASTIC,SHEATH HIS,SHALL BE FORMED BY A CONTINUOS EXTRUSION PROCESS,WHICH o �� \/* ------- ----_--- Z W W ..:.............:... APPLIES A SEAMLE55 POLYETHYLENE PLASTIC,JACKET OF 40 MILS MINIMUM THICr4efl. _ - --- 5.-_--- --- _O W dl u�i�Y PROPERTIES E) 10 k5i STRAND I/2"DIAMETER !..._..._.. ...._.._ ..._..._..__ _._... _ Z / Q Q Q -f pu(ULTIMATE)2l0 kai V A(ULTIMATE) -INCHES.B5 GARAGE PORTAL 6ARASE PORTAL 1[Y -P NLTIMAUA -POUNDS,5 500a J22XT 9 4 9 TJ22) W U -Es-pal 28500,000 -MAXIMUM FOIaCE(L f pv)TO 53,000a OVERCAME FRICTION ~Z y�j Z -MAXIMUM ANCHOR FORGE(.7 f p")26,9OOv F U OO UNIT ELONGATION PER FOOT 0.079"(PA POUNDS)(12 INCHES)AREA EINFORMATION FROM FOP - '_ B IC,PLAN APPLIES TO SCOTT FAc Fw a ri 0G'AI'c5,iNC PARTIAL P.T. FOUN=/ATION PLAN ALTERNATE ELEVATIONINNaJ P05T TENSION FOUND?�TION PLAN -- F � � m �o� PLAN 2G G?�TECORY I I III SC�° I/4" = I'-0" PLAN 2?� G�4TEGORY I I III W� r 1/4 V-0" These- d,or adhe I.to " m plans ha b s - U U applicable cotl s and e.d' arce. Auth z' hereby granted to ssue a b '�.Iding pe rmit pending approval by all applicable city agencies. PROJECT NUMB9t: 60"140 The Issuance or granting of a permit based on �DOATE 06/08/04 The of these plans shellviolation not be a appllca, PLOT DATE 01/Ob/05 codes or ordinance. No permit presumed to give ermit or approve any vi olaUon o;the app authority to violate or cancel the provisions of such DRAWN BY; K.Q• codes shall be valid. - REN610N BY: X 1 SHEET NO- I Sell I B SYMBOLS LEGEND 0 POST OR TRINIMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE © Typ \ V SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE C �) V i w�1 7 13 18 5D3 F-{X)—i SPAN AND DIRECTION OF DECK MEMBER PER SGHEDU.E envine1fi�g SHEAR PANEL NUMBER REFER TO SHEET 5D3 ��. FOR PANEL TYPE,PANEL LENGTH NOTED 4400 Campus Drive ON FRAMING E FOUNDATION PLANS. j ..._._._. ___. ____ .....$XI2-0. Newport Beach DETAIL NUMBER CA 92660 DETAIL SHEET NUMBER qB j y gB i� O BEAM NUMBER REFER TO COWS .\[_ ENGINEERING CALCULATIONS Newport Beach KEY NOTE NUMBER tel 949.752.1612 1 bA Ib 7-0 5 a * �p 2 > k P BEARING WALL. fax 949.752.5321 YX '�Q 3'-9" Yk - -,6'-3•vk h GONi. 4 ® CALIFORNIA FRAMING:7� Palm Springs S 1/2"X9 1/2'L 3 I g I/2"LSL 4X8 tel 760.323.5090 I 4 � O 4X6 4X6 -4X( KEY NOTES .! \ / I I I CONTI HUAN NGUYE P NUE SHEAR PANEL THROUGH WALL ,.E ---------- — N _ .D \ I / ® r 2O STRAP(s)OR HIOLDOWN ABOVE 1 l Ib 13 O ®PLYWOOD AROUND OPENING.SAME TYPE AS ADJACENT SHEAR PANEL. QedfES51p LOW I /' �D _ ®SIMP SON T522 FLUSH BEAM TO DROP BEAM WQ�Jt,N IN �F II • 5 ALIGN WITH STUD(5)OR POST ABOVE E D O PROVIDEI O SOLIDBLOCKING BETVCEN FLOOR .,. Z I SEE L BLOCKING W/ OF NAIL. Z- M - ..-.._ \ ,x` ZX4 2 OLGEILI m = A ©SEE PLAN FOR NUMBER OF BAYS 4714 2' 16.T. � I 2 ,F O PROVIDE SOLID BLOCKING -�Yj�, 2 O TRU59 W/E.N. "CA L1f0' I, ',. i,..,p B N a"� ,,. �; = II 9O DE 3x SILL PLATE' I X I _ ..___--., -I GONTI. LINE OF BLOCKING W/EDGE NAIL .-:., ___-_._ - ____-- _. _.. - __. b'-0, €/ x kk• .1p( to`UNDER. EAR WALL ABOVE YV(U G516 REV ONS j IB I I' "tY -7 a Y II TRUSS HANGER BY TRUSS SUPPLIER NO. DATE i� DESCRIPflON t fff��b S - __ ,`_ill \ T�Iy� 4%8 5 _ •( ` CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. Q 10/12/04 CLIENT REV. 11/0I/04 CLIENT REV. PRAMI NG SCHEDULE ----— ® 01/05/05 CLIENT REV. DEL© L_ �r�rn, ! O DE516NED ROOF TRUSSES b 24'OL. - 31, �i � / I 11 II kF kF i� /\ 4 O 14'TJ1250016"OL. 9B 14"TJI 250 O 12'OZ. 14"TJI-0 a 11 O.G. \r 4B 5 4A O ----'0-.la°TJI Axb I O 2 X 10 DECK JOISTS a 16'OL. 13 1 ' © RESTRICTIVE NOTICE � gB l = '_ ___ BAY T X JOI5T5/RAFTER5616'O.G. THESE DESIGNS.DeAwwcs,AND Q a Io © ROOF J015T5/RAF7ER5 6 Ib"O.G. _ 1 _ ., - 4 l4 - C0I31ATMG G"dR.AND ALL J015T8giAFTER9•24'OL. INNJSHIATxMI s4bwNa t gA X V m a Z _. y- coNnovmm.ronu aanBm '11DPAItTOF T16EDMWNGT l! FRAMING NOTES " 'Oft F AFPAODIIC®.NO0.CAN ANT r Y _ _ _.. Ip y1OL. Y ._ 7 5 smucnUna N:WLT"" NTC 6 Ih` ! IL I°.� I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS wmwOr`INEEI wNSErlioF Z;ID - _ A%a (SN-I t SN-2)FOR MORE INFORMATIOK GOUVIs a1GIN®tING CONSULTING Z P'P , --_ N �tl 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. It k 1 ,{ G5 1/6"X12" 10 1D0 5.4 0, I-LYY4000 SHEAR WALL5 CANNOT BE USED AS PLUMBING WALLS. CONSULTING rsGaowmw _ ..� 2 A ! UNLESS APPROVED BY 6OIUVIS ENGINEERING CONSULTING GROUP IN ALL nIGll7s"wly® I .. �- .., 5�_ x 4. USE 9 MEMBERS N.NOJ. HANGERS FOR GONNEG710N OF"I JOlsrs TO OTHER FRAMING 5, USE DETAIL IIr30-3 FOR SHEAR WALLS EXTENDING TO ANY OPEN 4A MANUFACTURED BEAM DESIGN SPEUFICATIONS : IS 15 bA 5A i 5 1/2"Xg 1/2'LSL 12 ? TRUSS J0157 Fill,(p"U Fv(pi E ' T O ALT.4XI2 •Tdp -ZxA \M 9 1 4A 5 MAC MILLAN n n IB Z,?X 1 I .2-PLY 4-0" 4,_O"I Z'Zxa, 5 7 13 LL L 7 Ax4 Tlt-10ER�S7RAND 2250 400 11x10 MI 3A TT LVL A Q GROLAM 2600 265 1.9x10 r_�.,• Lg 14'-b RIM 10 T 28" IO P�'W-A'I"7 2g00 290 2,01 D I �L7(A 4A Y CANT.LSL v PSL =ITO00 _ 5 A k 5 I/8"XIO 6LB 41� D 0 ! F _ i 2-fix VD IB _ 4XA � g DROP ALL PRE-FABRICATED SHEAR PANEL GAN BE ONE OF THE FOLLOWING J QIL 5 BAYS 4X6 © _ 2 10 _ 4 , SIMP5 OF N STRONG WALLTJ PANEL SIMP GARAGE TJ GARAGE 4XA / �A _. PORTAL PORTAL I. 5 BAYS_ _ III, I, RIM t 5 3 4xq SW24X6 TJ24X6 SWI6X•I Till WF Elf El GONT:151. U _3'-b"._. 2 _._. . � LSL FL FL WE.I. 4Xq TJ24Xg ill Till t ' o IB I 6A D XZ T ��'I 4X WA ( S"IliXl (2)TJ*XI ._,:. __.______ D '•� 9A D : _. - _.... 15 Q 2>0 TJ52xb (24WIbxb (2)TJIl _ 3 15 IT D IDL 2 51,82XII TJ52Xg 5W22X1 TJ2i Q D i JJ PL I20 1 5W52AO T.011 SW22)6 TJ22x6 Q Wat J D 91WA%Xb TJ48X0 (2)%IMX7 (2)TJ22X7 J z .r ® 4 SHIl TJ46Xg (2)5W22X8 (2)TJ22X8 Q O j 4 5W46X10 TJMXIO LL W JU allu 15 J Ut�W � � ' I; - ----GDNTa9t-RIM---- 1-_... _.._..._....- 0- I[ - J22X7 9 9 T ) SHEAR WALL SGHEIDULE �� V mpg 4-0 4-O GARAGE PORTAL GARAGE PORTAL Iq'V UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING CODE z� � �•, 2 SG SHEATHING EDGE FIELD SHEAR SILL 2 CLIPS AW-40R Z O .,;C A'f ES, G FRAMING w 0 9A PLF-100 S P NAILING NAILING CAPACITY NAILING A55's,L5S0 BOLT (� �/ = Q SGG'(T FpGEVW <7ATF ti:e (COMMON)(GOMMOW (PLF) OR L7P4's SPACING ` L� U U a for ad at o§UA�,APA 6 d's 8 d's r ro'm x 12' mlog BY ve been revi�TIES ce. A�r p tl •b"OL.•12'OL. 360 •6.O.C. •Ib'OL. •40"Of'. a tans code and or oildin9 P RQQF FRAMING PLAN P OOR FRAMING PLAN he°elbybg as;Pplicable GitY 9ep0 as.a 56" A ibill :4'!OL.:�y DL. 4'OL. •12 OL. 72� ' mil PLAN 2A v4 r—o° PLAN 2A by n9 aI ^a(if6b1SPA 0 3" 6 db ro'1 x 12' MUEDDNt1MBBC 605/0 r�iALt; : " : sV "ey P a v'oisiion a {Ipt6�'I •5•oL.6 12•O.C. �O 05,010. •10'O.C. 12•oL. LSA�pATE 06/08/04 ePPf Ol"OS sPP1O�Ce No Par the P v bn• t l jt 10 db to d's 1• •6.OL. /6'O x 12' PLOT DATE 01/06/05 perm er Drdlna p1 cancel rated •5.OL.•12'OL. 6 5'OL. NJVOJ 6'OL. 00 eu horltY to vtblete ,e x D, DRAWN BY: D.T. valid. A IB)S2"APA 16'OL. codes shall bs Iltrvctural 1 d's 10 dY WO '•• •b'0L. 3X NII In RLVBION BY: (9 rated •2•oL l2.OL. •2.O.O. t6I t N/ SHEET NOz (")PROVIDE 3"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAIL5 STAGGERED.USE A55•b"O-r-.ON 511,111 5TRONG WALL s HARDY PANE_N.N.OJ S-202 I I , (JE GOUVIS engineering j 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949.7521612 fax 949.752.S321 � Palm Springs I te1760.323.5090 I HUAN NGUYEN,PE ---- _ - OfF531 i 0 I REVISIONS r-r1 NO. DATE DESCRIFf10N IOA2/04 CLIENT REV. / g 6 II/01/o4 CLIENT REV. F1 O -�-------------- ------------- I, � qx8 _T k g i RESTRICTWE NOTICE it 1,_v DmGNS.I—vMa.AND j. PROPBITf OF GOD•If5 B�GMffAaIG / _ _ , A ?CA N eEOOPIFO.IMPbf9t®Olt, f . -- �' i- R@ROpI®.NOItUNANY __ /' 'l .. smucTURas eseuarrna,n,o, �ww�wn�rneaG la j GRoa I � '� I _ ',I � COPYIUGHr GO1MS mG.EHIING LJ f All RIGYIR R69tV® A 16 ZT¢t II 4 O 6.T.x3 ,-, r1 .ZX4 4'-0'13 Ig S 2,�Xq Y 7121A{ It r2XA 5 �N 4Xq 4'-0 - IB Q � 5 ILqX4 F j I 5 qX4 4X& 4X6 I 1 U q H QI IB AXA 4X6 4X6 HUG qX4 IB l 1 RIM J015T 4Xq g _._.___. _ qXq lu 4:1" TJ3 X9 I X9 I V N I , PANEL NEL Q 'a I� 0-2X4 Z'ZXA g Z.ZX ii Q_ Z i b J�Q Zpa Q L Q J —WW - - --- 0 n Y Q(V uWZ AP A'T"ED NZ SOQ FOR PE'i IcSUANCE !L SCOTT FAZEKAS a ASSOCIA'i ES,INC ' BY X U U These plans have been re DATE_ p p m Q 0 j apPlicable cod and eiewetl for atlherene 4-IL hereby granted to i-u Ordinance.ounce. Authorization is ALL INFORMATION FROM ALL INFORMATION FROt4 approval b pP e a hui to Authorization Permit pending BASIC,PLAN APPLIES TO BASIC,FLAN MPLIES TO Y all a licable City agencies. PARTIAL ROOF FR�hM I NC FLAN ALTERNATE ELEVAnON N.N.OJ PARTIAL FLOOR FRAM I NCB PLAN AI-�NAM ELEVATION IU.N.0) The Issuance o MJEDPROJECT NUMBER: 60�40 *� nQ � approval of these plansnshall notpbemconsasueaed to DATE Ob/08/04 PLAN 2$ SCALE : 1/4" = I'-0" IJLl�I�I 2B SCALE : 1/4" = 1'-0" Permit or ordinance. No or approve any violation of the applicable PLOT DATE 11/01/04 authority to violate or can elrlhle provisions of gulch mad to Doles shall be valid. DRAWN BY: D.T. REVISION BY: SHEET NO.: S-2.3 I� I I W V V 1S CligiilCCi�M� 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949.752.1612 fax 949.752.5321 Palm Springs o o �---_-_------ o o tx1760.323.5090 i I HLM N.G4 E YEN P. • ���Vd��N NGVy�f�. I � F CALIF � _0 REVISIONS NO. DATE DESCRIPTION 111 IB /� \/ AIOA4/04 CLIENT REV. I, I 4Xg 11/01/04 CLIENT REV. �I 0 MI d'L� qx8 - ___ _ - RESTRICTIVE NOTICE II M coOwa IXwcaa�uc I - I � ,. -. COr6tLTYJG GRpR.AND All i. ..... I '•. �. IKdIMATION SnDWN6 • I� . i! _ `7 I �. µcnrD+al�Po>�TaArara®140it CAN� .(I _..I _ _ i SIRUCMI LT rAOM ni@t XIL wm lrwnrwittr lamea caawror G"OUP DJGel coraaxnNc caolm [EIL - —---. .... COPYalGt1T GOUV6Iaxar�uNc LJ',,,,, ❑ �X_..._ _._.-_ COP811Re1G caeurmm ; I �t II qx4 - O TRlM4 6.T.e'9 ,ZI(4 D TRIM j 1 Y 12 41 ( IB II 5 Z,�X V; a T2ryy n O 7.2 TRlly i. I I �VUE)1- .•C - I 4x4 qxq � qxq i .____ _ 4x& 4xb II _. fU F �., I AX4 — _— 4xq D IB L5L FL W/E.N. qxq Q I � d awl z I WWw ---- - - ---- ------- ILJ NDY � mlayy� dam\ WaO rn Eo FOR PF''':'J i6aUANCE F Z HQF BY SCOTT FAZEKAb 3 ASS DATE S,INC �/ M W Q These plans have bee:.reviowed for adherence to the n n L�i Q QO ALL IWORA^TION FROM ALL INFOFU4ATION FROM applicable codes and ordinance. Authorization is Y-Y- hereby granted to issue a builtling permit pentling BASIC PLAN APPLIES TO ESAVO PLAN APPLIES TO approval by all applicable City agencies. PARTIAL ROOF FR,4M 1 NCB PLAN ALTERNATE ELE,^nGN"NA' PARTIAL FLOOR FRAM I Ne PLAN ^LLTE2NArE ELEv^noN NNOJ The Issuance or PRgERNUNS 60�¢O PLAN 2G WALE • 1/4" V-0ii PLAN 2V � SCALE 1/4" = V-O" plans s of a permit based on isi DATE Ob/Ob/04 approval of these I shell not be construed to permit or approve any violation of the applicable PLOT DATE 11/01/04 codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such DRAWN lM D.T. codes shall be valid. REVISION BY. SHEff Ni C-2e4 i I j i I! I couvls � (JE ��a cer�ng 4400 Campus Drive Newport Beach CA 92660 I Newport Beach tel 949.7521612 fax 949.752 5321 Palm Springs tel 760.323.5090 HUAN NGUYEN,RE tROFESFfOh ti`O�E�Jr.N NGUh�lFy I a rT C/Vll 2g l ... ! OF CALIFO� �� -- i I � REVISIONS --------j NO. DATE DESCRIPTION l --� — 1 I0A2/04 CLIENT REV. II I RESTRICTIVE NOTICE I -..--.. 'rt1iSE oal�r4 oxnwttxs.un cue BEPc aon�aArara®,ova L u arsa�.hloacwan sTaucnmrs el[etmTraon ntet �.' 13 rwcsaaz coo'mnnr�c � -- — carrtuctrt wtrvataaca+�r+c ' cormilnra;caotrww ,� ;'i � Au mcxrsnarnv® ALL IIgORMHT'ON ON 1 AIL 15A PARTIAL FR?�M I NC PL/4Nt4� l��o,r - -- o PLAN 2 W/ OPT. 5Mt )ROOM ; Q z ALL Ir�orwATloN oN �O ft"�O�PfI`ON ieL NNm J.o � f PARTIAL FRAMING PLAN J PLAN 2 Al OPT. SUITE SCA-M t 1/4a = r-o° W tbz z 10 �fo �t- LL zQz tr O LL Z W J IL TDIy A� roILA r`Z Q a0o CC UW0 I AP'-04ED i FOR PE�iv;ff ISSUANCE n /�� QO SCOTT FAZEKAS&ASSOCIATES,INC BY _DATE These plans have been reviewed for adherence to the NUMBER: (�0'740 applicable tad s and a ordinance. APeh Inelnding hereby gran SSILIEDDAT@ 06/08/04 approval by all applicable City agencies. twrDATe 10/12/04 The Issuance or granting of a permit bleed on ,1 approval of these plans shall not be construed to DRAWN M. D.T. permit or approve any violation ei the applicable h cones or ortlinance. No permit presumso to give REV610N BY: authority to violate or cancel the provisions of such codes shall be valid. SHEET NO.: S-2.5 SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO GONSTRUGTIOW - —•—•—•— RESAR PAD NMBER ppn „„p®® `J Vni iqe 9 g i 4400 Campus Drive e DETAIL td)MBER Newport Beach DETAIL SHEET N)MBER CA 92660 RAP SCHEDULE Newport Beach IB 1 N 2'-0"50.X 12"DEEP PAD W/(2)s4 E14 tel 949.7521612 vl fax 949.7525321 i -q„ 2 2'-6'S0.X 12"DEEP PAD VY(5)s4 EYL Ig g Is Palm Springs 2'-0'50.X IH'DEEP PAD W/(Z)s4 EYL tel 760.323.5090 --- ----- 3 B 4 2'-b'50.X 15"DEEP PAD W/M)04 E.K 1J� I HUAN NGUYEN,RE _—) Z I ------------------J------ -----, f/ 5'-0.50.X IH'DEEP PAD W1(5)04 EX .__ ( i I 5'-b'50.X IH"DEEP PAD W/(4)*4 E.K O QpOUZI X I11 p�,4 ...__. - 9 ADD NM4 TOP t(UM4 BOTT. I I fie¢JPN L=4'-O"PA5T PALL E/Vd i I 4'--S0.X I8 DEEP PAD W/(4).4 EYL 'r Fy 2i I I I I i 3 lJl 'I I H08q P 4'-b"50.X IH DEEP PAD PV(5)-4 E➢a. i I -------------JI, I h L .. 1Bv I. REFER TO SN-I SHEET FOR MORE INFO. Op CAUFO 2 REFER TO DETAIL ISr50-I,16/512-1,1'I/SD-1 AND I6/50-1 FOR INSTALLATION OF HOLDOWNS. REVISIONS T. LJ ADD(1)*4 TOP E(UM4 BOTT. i 5. REFER TO TAME BELOW FOR ANCHOR BOLT 51ZE5 AND SPACING. {i NO. DATE DESCRIPTION I', L=4'-O"PAST HOLDOM EMI, S FL _. L-- MAIR -------------J' — —— I ADD(UM4 TOP t(I)M4 Born. r———— ——J� PANEL ANGNOR BOLT --------------Z-- m I IE L=4'-O"PAST PANEL E/W I J r-- .. 1YPE SPACING r— 28 a I -�I I I 1 ® sro"m x 12"•46"O.G. H rN 6 -- I. � '. .. 7 �..,1 4 II Sro'm x 12'•52"O.G. I _ I I © 5/H"m x I2"o 12"O.G. — -- --- --—°-- ----- ---------- - I) f— 15 JI I ® 5/b"m x 12"a W o.G. I I 12-0° I I 5/8"A x 12"•Ib"OG. ' I I i I 4 I I I ® L/p,6`esi�11 in contact w/ 5/6'm x 12"a 16"O.G. RESTRICTIVE NOTICE Sidon s L-------------------J I I w/5X6 ill rHaEoatcra.oaAwlNra,uao 1 .. -. r----- ----------- — eaolsrrrop sPECIBfanol3 QIRwE ---1 eowa ouvsa e—na I _--- — ---- W l2"6IZ"oG. w/3Y.6 co aunrW cngr.sww r si 5X6 sill INfOItIMl10N AgWN6 211 I I to 5/6"41 x 12"o H"0.0. c"NWCOPED. ® D I I sides W/5%6 sill sraucruaa eE auLrman rNtrt 8,_ „ I I ) carvlstNCIN�rINceaesarac : 12 I I wour ALL INFORMATION FROM _—, I I c°1n'a0lr couvn exar®uNc BASIC PLAN APPLIES TO 26'-0" cas>LnNc caaur�aw ALTERNATE ELEVATION N.N.OJ •� PARTIAL FOUNC)ATION PLAN _ PLAN 3G WALE : I/4" = 1'-0" ; r` i j l L_J III I I - I II I 46 I 4 t r B IB � III I I I j I I I 4B O BOT f------ III '------� L4 -_-----A..-CD_.D4('-0)M_4PTA5P D N04 PANEL EW ---- ----�II I DI O aV I w I� 2-7 � Q w J22X8 9._ 9 TJ22 I i i DI I 6ARA6E PORTAL D 6ARASE PORTAL l9 O I I I z tn9 F, - - --------- ADD(I)14 TOP 6(1)M4 BOTT.i i of IOU"a R O J N"Y PAST PANEL EM QQQ 4A W' wa0 I I I I IAICI SCOTT FOAZEKAS&ASSOC ATES,INC —I Ua 2 VO I I q APPPI ROVED F BY IL Q O H 14 I I These ---� L1 / plans have bee-reviewed for adherence to the L— —————J, ------- --- — J - �_DATE - --- applicable codes and ordnance. Authorization is _ hereby granteC to issue a bu'Itlm a y P permit pending PROJECTNt1MBEk 60'740 p O pproval b all a Pilolicable City agenc'es. 5-9 — The Issuance or muED DATE 06/OS/04 approval of these piano"hall lotpbemconit basu tl oo PLOT DATE 0W09/04 IA permit or approve any violation of the applicable 1 codes or ordinance. DRAWN BY: D.T. N authority to violat,or canoe)the presumed to give j codesshallbe valltl. provisions of such REVISION BY: ALL RPORMATIoN FROM _ BM51G PLAN APPLIES TO SHEET NO.: PARTIAL FOUNDATION PLAN ^n°li"x°J FOUNPATION_PLAN PLAN 35 seALE : 1/4e = r-oe PLAN B� x� : 1/4" = r-O° S- I 3. 1 j i I SPECIAL FIELD CONSTRUCTION NOTES I.GONTRAGTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO FABRICATING GABLES.COLOR CODING or GABLES IS ONLY TO ASSIST TENDON PLACEMENT, SYMBOLS LEGEND _ AND MAY BE REVISED A7 THE CANTRAGTORS OPTION.ANY DISCREPANCIES IN,BUT NOT -___- ____.-_____ LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,DOLOR CODING,AND ELONGATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GOUVIS ENGINEERING PRIOR TO FOOTING FABRICATION. ----- 2.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON DROP IN SLAB VERIFY PRIOR TO 60N5TRUGTIOrU /-�/'� SUPPORT LAYOUT,SEE DETAIL(24'O.C.AND 1 -•_•-• ■ ■ C S-PROVIDE C E 24'DOWEL•2 T O. .AND 12'FROM CORNERS IN ALL INDEPENDENT CONCRETE ..nginYePing STOOPS PORCHES,PATIOS AND OTHER A'fTAGtit-TENTS WiE1!CAST INDEPENDENT OF REBAR POST-TENSION SLAB UNLESS NOTED OTHERWISE. 4.ROOF/FLOOR FRAMING:AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY ® PAD HIMIDER ` '"" PROHIBITED TO BE IMPOSED ON SLA r PRIOR TO STRESSING.BEGIN WALL FRAMING 3 DAYS AFTER CONCRETE FOUR,IF CYLINDER BREAK5 INDICATE MIN.2000 PSI STRENGHT. 4400 Campus Drive S.APEMAN INSPECTION 19REQUIRED FOR THE TENDON INSTALLATION CONCRETE DETAILNUMBER X PLACEMENT AND STRESSING OF POST TtEN51r7N TENDONS. 4 SPADES AT S'At O.G. l SPACES AT 5'-It O.G. ® Newport Beach b.FINISH GRADE AROUND THE PERIMETER OF POST TEN510N SLAB SHALL BE CONSTRUCTS DETAIL SHEET NUMBER SUMi THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. I xb4'd 4 l/9, 2 x= bl'd-5 1/8° Ix45'd =5 S 8" b x4B'd a5 5/8• CA 92660 T,A MINIMUM OF THREE(5)CYLINDER5/SLAB SHALL 13E TAKEN TO DETERMINE CONCRETE YEL-wR BLV-CRY WHT-6RY PIED SCHEDULE STRENGTH. oA =5" TENON AND ANCHORAGE 1Nft!_ATION NOTES Newport Beach I.BULKHEAD BY LOCATING TFE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON �U-BIiPI THE STRAND PLAN.(NOTE.BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 _ 2-"5Q.X IB'THICK PAD-(2)04 E.W.EOTT. tel 949.752.1612 NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). I j 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE - T fax 949E752.5321 ®PER DETAIL(4/Pr-1)AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOT "* 2'-6"5Q.X 16"THICK PAD W/C3)a4 EA BOTT. OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLE TENDONS ARE UP PERFORMS UNTIL TENDO ARE IN a Z PLACE. 1 �3'-0"SQ.X 16'THICK PAD W/(4)a5 E.WL BOTT. Palm 3235Springs 3.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER xb4'd =4 l/B' 4 x _ - tel 7b0.323.5090 DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF E. .. ..............:....... AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST IS" YEL-FUR BLU-ERN ---- 3 S 0 3-' -SO-x IS"THICK PAD W/(4)a5 EA BOTT. ' OF STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END. r----- 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS ] ,„ -/ i v a•-o"SQ.x l8"nNIGK PAD vv 15)Hg E.w.Bon. HUAN NGUYEN,P.E. TIGHT TO THE BULKHEAD.16d's RIND SHANK RECOMMENDED. :........i - IyS .. ....... ........ ......... ......... ....... -. -. .......-. S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY l t/2'FROM BULKHEAD SUPPORT 50 IEEE, / ` -------- --------- ------ ----- THAT THE CENTERLINE OF THE ANCHORAGES 15 APPROXIMATELY B In"BELOW TOP OF �4'-b'SQ.X 18"THICK PAD Wl/(5)a5 EJr1 BOTT. SLAB. I 1 I I X 2B I i LgDiE51/C4 6.AT STRESSING END,REMOVE WRAPPING TO APPROXIMATELY b'INSIDE THE BULKHEAD. 8 �) JMN NGG ! DO NOT REMOVE GRFA5E.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND 5-O SQ.X I THICK PAD WY HIS E.K.BOTT. j THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED .......... .... F. I IJ J ....... .'............ .-..... ......... ...... ....... ........F 12". 1'I 5-6 5Q X 18 THICK PAD W/(b)a5 EA BOTT T.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. I I I I .. .. I •I ADD a(2)-e4 TOP - H ....... _ - �I t(2)- 4 BOTTOM '4 P_ l LJ.. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. -I I : I I' L'4-0"PAST 5.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN ,. I ' ___--------J I I I PANEL:EhV. WRAPPING 12"OR LONGER SHALL BE REPAIRED. I I •� L------------- I -�'. I POST TEN51 ON NOTES q.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE I - I , I i TOTAL(4)BARS CAUNISO • I _.- __. --_ i .____ - --- I , ...... t I. REFER TO SN-I SHEET FOR MORE INFO. AND DURING CONCRETE PLACEMENT. I - - ----- --- - __..__. ( I .....................:.......... 1..L:. ..�...7.-...-.-....-f.......... TENDONS 9TRE551N6 PREPNT INTRUTIONSION CEMENT PASTE OR L055 OF COATING MATERIALS i I �- ''', ......................... ....... ...... I 2. SEE SHEET Pr-1 FOR STR 1-TLRAL DESIGN NOTES AND TECHNICAL REMOVE I : PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL ANCHORAGE 119 POCKET FORMER. 1FEA FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A { ' --•I-f ` I 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF I I I. I 211'-9° CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION REVISIONS NG SCRAPER OR SCREWDRIVER. I I I : I ADD(2)-s4 TOP : I PREPARATION NOTES,TENDON STRESTE PLACEMENT S PROCEOIRE TENDON INOTES, NO. DATE DESCRIPTION ' I C S.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE, I I I : - I I 4(2)a 4 BOTTOM STRESSING HOLES SEALING NOTES. 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT L---;---.r- F ........ : .... ..... --L=4-0"PAST.....•.............�..--....... ..-..... ...(�'a`4 TOR.L.....I. -J I D I''J PANEL:E/A. 2)-e4 BOTT. II S. VERIFY WITH ARGHITEGTURAL(AND STRUCTURAL IF t3Y OTHERS) 10/12/04 CLIENT REV. DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I _ RULE ARE RECOMMENDED. W\.'-� :-- 4 J Q i I TOTAL(4)BARS •• POST-TENSIONED FOUNDNGS FOR A ION DIMENSIONS AND REFER TO 8 II/0I/04 CLIENT REV. ARCHITEC IRAL(AND STRLr_TURAL IF BY Ir TH�STRESSING _ON MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON i a�lal" i I .....LL OPERATIONS. ...... ..2B ... .....a..a..... ..... .L..-. ....:............. ......... -..TOTAL BAR9..I:N ALLFOUNDATION_ N PLANS. ION NOT SHOWN ON OTHERS) S 1 I n 26 T 2.THE STEXPERIERESSING CURED UNDER JOB OPERATION SHALL HAVE BEEN TES OF WORK,M/SHM MUST XTEN IL CONCRETE TES CYLINDERS,D IN1'_')CATI!THAT THEI }.- .-_-' q, _ VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY • '`- I ;II •i DRAWINGS FOR ANCHOR BOLT,HOLOOWN GALLOUT INFORMATION CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL I - I ._� JYP ; AND SHEAR WALL LOCATIONS. DRAWINGS OR 2000 pel(ANNUL I ] [ 8'-O" - .-. Li+ -� I :II S.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF DSI,OR OTHER EQUAL I 5. REFER TO TABLE BELOW FOR ANCHOR BOLT 512E5 AND SAPLING. HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC is PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. ..•............? l'-O" I :• 6. REFER TO DETAILS 15/PT-I, -I,Il/PT-I AND 18/PT-I FOR ..I..-.-.. :�,D .... ... o 4.THE POST-TENSIONING OPERATION KILL BE 50 CONDUCTED THAT ACCURATE ELONGATION I ; ; ; ; I - I q •• ----I I INSTALLATION OF HOLDO . OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS _ - - SUBMITTED AND APPROVED BY THE STRUCTURAL ENfiINEER. I I \A I •� Ei J n PTI I � 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND PANDER ANCHOR BOLT RESTRICTIVE NOTICE SUBMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF H SPACING STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. L--- ---- --:--J I _ N THIse PB1GN5.PRAvvaxs,ANo 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF TE --• ------ --- ------- ULTIMATE FORGE OF THE TENDON. .;..I........... .... {... .....r-.. ....:.. - I��JI sv[anura]Na AaE nH[occlum'r 5IN.--_� _ Y ® flIOfFRtt OF I,'OIMS BIG NHaING IL (41.5 x S0"59.0 kips). m I : -_-__ O(=' J - N TfPE lM♦r(MHATION s+owNa _ 1.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED-10%OF THE ULTIMATE x V I - - 1- _ 5/8".x 12•C 4D'O.G. 7 Iu` 13 : I _ II 5/6"A x 12"a S2"O.G. cowHoeNrluroAu accelBNrs FORGE OF THE TENDON. I IK 10'-0': I Aw wo rearwrHseauwlNrs (41.5 x.TO.28.q kips). a ..... ...:... I uN eE mPI®.TMNWAFA Ga &.THE 5TRE55INS OPERATIONS PROCEED AS FOLLOWS: d' I 20 ..... ); / I : © 5/8"e x 12°a 12"O.G. al30.oDIXTD,Holt CAN ANY -REMOVE GROMMETS AT THE STRESSING ENDS:CHECK INSIDE EACH GROMMET HOLE TO x ,'I- .......• t ...... . ...I.r............:.I..l . ....... ......... ......... ... ....... aTauCfUa6 eE eulr faoN THBt:.. MAKE SIRE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PA5TE : I : I ® 5/8"O x 12' 6'OZ. wrIffic"U"' ONSENTIOF FROM ANCHORAGE WITH A SCREWDRIVER / I -INSERT WEDGES,510E BY SIDE,BY HAND INTO ANCHORAGE. 2 %: 5/b".x 12"•16 O.G. -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM ALL INFORMATIa•1 FROM ,: ,: : I - ® w/5X alll In eontxt w/ cwraleHreovaa BiclN[awc I � t THE EDGE OF THE SLAB. BASIC PLAN APPLIES TO -�.�a7 I 128'=0' I centre a wNa>LnNG GaoUr]orN REMOVE THE RAM. SCALE I/4" I'-0' 1• ................... .............. ......... ......... ......... ....... 5//&"P 72'a 16'O.G. Au alGHlt aa�w® STRESS THE STRAND AT 55 kips. ALTERNATE ELEVATION N.N.O -N, -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO PARTIAL P.T. FOUNDtkT I ON PLAN T - * 1 .................................. "*................................................... F 1 aide$w s e.. THE RAM. PER I -MEASURE FINAL ELONGATION.RECORD ELONGATION. PLAN 5� CATEGORY I ° ' I 5' THIG•IG SLAG I �H' 1 TI POST TENSION q.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, i ( 5/8"e x 12'•IZ"O.G. AND THE JACK GUAGE READING OCCUR,THE JACK-GUAGE-PUMP UNIT SHALL BE $Ia w/3X6 Gill RECALIBRATE.AN AGREEMENT OF WITHIN T%UNDER TO T%OVER 5HALL BE SATISFACTORY. .I .r v ....... J..I .. .............. ......... .........4. 10.TENDONS STRESSED PROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING -- ORAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I P3. ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN Ix64'd :4 l 8" 4 xbb'd "5" I - ; qB I aibOdea w/3X6 alll THAT THE WEDGES ON THE OPP051TE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF YEL-FUR BLU-BRN : TI ' THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE - - OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON 71E t .,6t I , N at I II II PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY .:I ........- ..... ..: ............. _ - L. ................................... ..... .........................I TABLE A STRESSING .I It.PARTIAL(OR EARLY 5TRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN _.____.__ _T__.__ .....-.._.__ _.-.._. .._-___..._ _._..... ...__.______ .__.______ __.______ ___-.__.__ ______---__-- - _ --__-_ 1 ADD(2)N14 T - t j' SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 : : : : : I (2)-8 4 BOTT.X y-0' •• I ADD(2)-.4 TOP M ADD(2)-M4:TOP . I I I RE-ENTRAN I t(2)-$4 OM 02)-s4130TlTOM SOIL CIE X �pTT I EXTERIOR INTERIOR LS AT(2 DAYS AFTER CONCRETE PLACEMENT AND TEN FOLLOWING UP WITH FINAL - - I8" I I L"4'-O'PAST l.•4'-O"PA97 I I CATEGORY FOOTING EMBEDMENT RIB OVERALL Z,� STRESSING. I I I I CORNER BA D, { PANEL Bf W 4 PANEL EMN.; 3 BELOA LONEST GRADE THICKNESS - Q 12.ELONGATIONS SHOWN ARE BASS ON.TO f pu.MEASURED ELONGATION T%UNDER TO T% J I ---J I 'J TOTAL(})BARS 1 PANEL(4)BAR 71 CATEGORY I(O<E.I.5 50) 12 12°O SHEARIL OVER IS ACCEPTABLE.IF MEASURED ALCZATION EXCEEDS TOLERANCE,CONTACT GOWNS r r-- I -- -� ENGINEERING. ( I I I ..... ....: .......... ........ .ry,17. .I' - r ...... ........ .... ......... .....r. (LOW EXPASION) HALLS ONLY N N Q ..,.. ..;.. - IL 19.TM SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND I - I I ; ' (2)-s4 TOP 6 : ' ----- - ------ CATEGORY 11 MI N E.I.S qO) " I I-- I aH 16, BEHINDO JAGKSWHILE STRESSING TENDONS. • ' I-'I L------------------------J (2)-M4 BOTTOM I, L,------ -- --------- - z (MEDIUM EXPANSION!) ES aeAl I :� -----ESS TOTAL(4)BARS I: _ aD U' O I.THE REUSABLE PLASTIC.GROMMET FORMS A HOLE Z (1"DIAMETER WHICH IS TO BE I _ I I -- ""' "" - -- °m CATEGORY III(ql<E.I.S ISO) W W 1I. ------ -- - -- 24" 24" FILLED AND SEALED WATER TIGHT. I �� --------------- - --i7:• H a r (HIGH EXPANSION) = Q 2.U51N6 A GUTTING TORCH,BURN OFF EXCESS STRAND I/2"TO 5/4'BACK IN HOLE.BE I I :- ____ ..__.._. .-_. _ _.. ._ __. ;-I.......... ..... ..... __.___. ......_.. _.__ -___ __ 22 m 3 NOTE: ~ Q .... CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE F- Q fl _ _.. 6' - -..- -. - SEE SOILS REPORT FOR SOIL CATEGORY ON A LOT TO L07 BA515. Q j THE GUT AS QUICKLY AS POSSIBLE. I m 18" Q 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR 5HALL DRYPACK I I x Y I q0 I I J22X8 q q TJ22X -aaj ..`` _ BLOCKOUT5 WITHIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THI5 I I U •a R TI CARACE PORTAL CARA6E PORTAL f'{RP05E.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 p I I x Q AGGEPTABLE). I I « x K- Jl W .. TECHNICAL PARAMETERS NOTES L--_-----i-- - ---J 6 - "w H m Q w DEFORMED MILD REINFORCING GRADE 40(H13 t s4)STEEL SHALL CONFORM TO ASTM - inIL A-615GRADE 60(a5 t BIGGER) - F �_ yPR Q Z -STRANDS SHALL CONFORM TO A5TM A-416 Q - -- aaaar���� x K Z -PLASTIC,SHEATHING SHALL BE FORMED SY A CONTINUOUS EXTRUSION PROCESS,WHICH I : : , - O -A APPLIES A SEAMLESS POLYETHYLENE PLASTIC.JACKET OF 40 MILS MINIMUM THICKNESS. I < ( w I ADD�2)$4 T� I - Z W W -PROPERTIES OF T-WIRE STRAND 1/2'DIAMETER I I A } I .... .It(i2ti�j p�A5T M`---•-'F-� a " m J t()O W a pl , 3 - PANIEL-E/W. I a 0 Q Q Q f pu NLTIMATPJ 2T0 bi C .I I - PT TOTAL'(4)BARS: AREA,-SQUARE 11K.HE5 I55 I th I .O tyUl p w - Ilk F(ULTIMATE)-POUNDS 41,3OOs I I 'n a 'I ' SNORE I.1•I• x R�0--1 -Es-pal 26AOOPOO -MAXIMUM FORGE(,S f pu)TO 33L000s OVERCAME FRICTION I 4 I. Q (~j Z V I IL -MAXIMUM ANCHOR FORGE(.-1 f Ica)2&,gOOs X . ...........i......... ........ ....... .. I N d 0 I I I I Q -UNIT ELONGATION PER FOOT 0.07q'(PA POUNDS)(12 INCHES)AREA E I I I I I q APPROVED ~ F FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC 0 J d TH \A i � o� ------ '--- --_ --- BY L--- .---�---- - --J L- J These$plans have been revi.-c!forTadh--ce to the a hPpin bie codes and ordinance. Authorization is Y - approval by all applicable City agencies permit pending PRO)ECiNlN1BEll 60'740 l ql - y granted to ssua a Duildin a p0W The issuan ISSII®DATE 06/0&/04 •I nK Ixl =l ce or ranting of a permit basetl on PLOT DATE I2/I$/04 Q g approval of these Tans shall not er construed to X x I -RED-R1R Permit or approve any violation of the applicable DRAWN RY: K.P. codes or ordinance. No permit presumod to give authority to violate or cancel the provisions of such REVISION BY. - - ALL.INFORMATION FROM cotles shall be valid, 1 BANG,PLAN APPLIES TO SHEET NO-: PARTIAL P.T. FOUNDATION PLAN ALTERNATE Ei-EVAnoN(UxDj 1005T TEN510N r-OUNDATION PLAN PLAN 55 CATEC-7ORY I �'t'-E ° '/4" c ''-O" PLAN 5A GATEC OR`( I SCALE : I/4" = I'-0" S-3. I A SffGEAL FIELD CONSTRUCTION NOTES L CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND ONLY TO TAIL LENGTHS PRIOR TO SYMBOLS LEC END FAERIGATINHG GABLES.COLOR CODING OF GABLES IS ONLY TO ASSIST TENDON PLNEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN BUT NOT -- _LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GOUVIS ENGINEERING PRIOR TO PABRICATION. FOOTING 2.STRE551NO ISO AND DEAD END OP TENDONS MAY BE REVERSED FROM THAT SHOWN ON ----- THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT,SEE DETAIL(4/PT-0,(SAPT-0. DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) � � 5.PROVIDE 05 x 24"DOAML O 24"OC.AND 12'FROM CORNERS AT ALL CONCRETE STOOPS PORCHES,PATIOS AND OTHER ATTACHPENTS Wild CAST INDEPENDENT OF POST-TENSION SLAB UNLESS NOTED OTHERWISE. -----•- REBAR O 4.ROOF/PLOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY engineering PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 3 ® py�NUMBERs"CS 1+�. DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 PSI STRENGTT. 5,SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE 4400 Campus Dirli PLACEMENT AND STRESSING OF POST TENSION TENDONS. 4 SPA4_E5 AT 3'-5t O.G. 1 SPACES AT B'-It O.G. X DETAIL NUMBER Newport Beach 6.FINISH GRADE AROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE CONSTRUCTED DETAIL SHEET NUMBER ewpo SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE 5LA6. I X64'A =4 7/8" 2 xb1'a =5 I/6" x45'A =3 3 6" b X4H'4 =3 5/$' CA 92660 1.A MINIMUM OF THREE(5)GYLINDER55LA6 SHALL BE TAKEN TO DETERMINE CONCRETE YEL_& BLU-6RY WET-CRY P?�D SCHEDULE STREN✓6TN. 2x66'4 =5" - TEULKH AND AN LOCATIN ITHE CENTER TER MOTES Newport Beach I.BULKHEAD PLAN. LOCATING THE CENTER E-THE STRAW BUNDLES PER THE DIMENSIONS ON BLU-BUN THE STRAND PLAN(NOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 gC 2'-0'S0.X I6"THICK PAD W/(2)s4 E-.BOTT, NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). I tel 949.752..1612 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE n F T 2'-6'S0.X 16'THICK PAD W/(3)s4 EA BOTT. fax 949.752.5321 PER DETAIL(4/PT-U AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLE55 NOTED OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN PLACe. v sr Palm Springs 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER xb4'a x4 1/6" x TI P5 5'-0'50.X 16'THICK PAD W/(4)s5 EK.BOTT. P � 4 xbb'e " DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-CODED COILS OF 5 YEL-FUR BLU-BRN .............:-•• .... • -• ' " 5'-b'SQ.X 16"THICK PAD WH/(4)x5 EY.BOTT. ceI 76O 323 SOS() AND(UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16' :r---_ -Or STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END. $ 3 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANUIOR5 WITH 2 NAILS I I J I HUAN NGUYEN,P.E. ........... ......... ... . T16N7 TO THE BULKHEAD.Ibd's RIND SHANK REGOMNEN7Ep. ;.r- �.�...r _--- ..r--=- 4-0 SQ X 16 THICK PAD W/ 05 EY.BOTT 5 TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 11/2'FROM BULKHEAD SUPPORT 50 -.]• _ I ••'`' •• """"" �) THAT THE CENTERLINE OF THE ANCHORAGES 15 APPROXIMATELY 5 1/2'BELOW TOP OF _I.._...... ..__•__T._�. _T___---r-__--____ __--_�.______--._____ _-____---_ - J I _____ SLAB. • a•-6•sQ.x 16•THICK PAD W/(s) E.K.I3orr. 6.AT 5TRE551NG ENDS,REMOVE WRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD. DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND I I I I I I I I I I I : 5 E� p,N NCV'f! THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT To EXCEED --J L_. I I I I: '. - I I :I I I -0"SQ.X I6"THICK PAD W/(5)rr5 E.W.BOTT. �q, J /- f L---=-- ' ---J-- -J I 19 Q I! r Fy yc -I2•. 11' ..1...1......:.............:............. ..1.... ....... ....L: 1.STRAIGHTEN TENDONS.CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. J I I I I I : I.-.I..• I•I I ADD(2)-M 41TOP ( __. I H 5'-b"50.X 16'TICK PAD WU(6)05 E.W.BOTT. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS,TOGETHER. 4 Pg0 OM 6.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN 1. I 1 1 1 1 I I' PANEL!, WRAPPING 12"OR LON6ER SHALL BE REPAIRED. L_---__-- L-----------J I I I T i' I : OST TENSION NOTES R.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE I 'I-' I I -Jl TOTAL:(4l BARS "'TF. ClV ll 2�P UN✓BONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS I I I I O -------------------- �. DURING CONCRETE PLACEMENT. _... -.._ _._..- -..... -- I I .........................f 1 "TYP.. ....I. ......_ I J._.. TMP': ...........:J...I..... ........J... I. REFER TO SN-1 SHEET FOR MORE INFO. CALIF TENDON aTIRE551NG PREPARATION NOTES �� I I I I f 1 1...1..... :1 I I.REMOVE POCKET FORMER. .2... 2. SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL 2.CHECK IN51DE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF TI I PARAMETERS,SEE POST TENSION DESIGN PLANS FOR SPECIAL ANCHORAGE 15 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A 7yP, 1 211'-9" CONSTRUCTION NOTES, AND ANCHORAGE INSTALLATION RF/I51O(�I,S 4 ---=--- J L _J, L I NOTES,CONCRETE PL NOTES,TENDON STRES51NO B.INSERT A PAIR OF GRIPPERS BY NAND INTO EACH ANCHORGfEE. I I I - I I:.... .............I I f J L-_-- I j PREPARATION NOTES,TENDON STRESSING PROCEDURE MOTES, NO. FATE DESCIIUMON RULE ARERECOMMENDED. THE STRAND AT TIE EDGE OF THE SLAB.OR AT A CONSTANT -H__ r .... ...............I♦.. -.-. ..-........:........ .--•'•--.-.--:�...�--.�`.-7� -T'CbR'F.-....I STRESSING HOLES SEALING NOTES. SCRAPER OR SCREWDRIVER. A CRAYON MARK ON L-_______J L J - _ __-- Q Ion2/oa CL1ENr REV. L -- --i-�,..rJ -,I)r --'', - -- - ---- e-g T-1 II 5. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY oTERs) DIMENSION FROM THE EDGE OF TWE SLAB.A YELLOW.RAYON AND A WOODEN CARPENTERS , ONS SHOWN ON TENDON STRES5ING PROGEdJRE NOTES I 1�=.. TH \A I -I `I I I r :i I 'I P05T TENSIONED DESIGN FOUNDATION PLAN FOR ALL S AND REFER TO & II/01/04 CLIENT REV. I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON I : IWI�,�v : 5 1�15 L TAL" BARS EXPERIENCED IN THIS TYPE OF WORK;HE/SHE N915T EXERCISE CLOSE CHECK AND RIGID : I Ia" : : , I 26 ; I I a I"•(ADD(2)-s4'rOP I f I J f ARCHITECTURAL(AND 5TRUG711RAL IF BY OTHERS)DRAWINGS FOR CONTROL OF ALL OPERATIONS. I I II1 Q I I I I 1 6 I rl i•2)-M 4 BOT 041 I I ..... ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, I Y_.'i ; 1 1 ....... ... .... I--I-X•• ...... •PAS .l.. .....r.............±......... 1 .. l; FOUNDATION PLANS. "- ry p L E/W. �. ..... 5 CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE I I 1 i- I I --... - ,. -1..I I IT TAL(4)BAR$ 1 - -ill TM 14 4. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) GONIGRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL I : : I I : 5LOPE_4 I -1 TYP i I 1 T, DRAWINGS FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION DRAWINGS OR TIZ2000 qi(MIN). PER ARGH'k &-O"13 .-L-_--T 'J L LI ... _.. 11 AND SHEAR WALL LOCATIONS. 5.ALL LIC JAZSSIN6 STEEL SHALL BE STRESSED BY MEANS OF D51,OR OTHER EQUAL I I I I :. ...... ®.:.. 13? b I I I I p S. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. HYDRAULIC JACKS,EOIIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. 4.THE POST-TENSIONING OPERATION WILL BE SO CONDUCTED THAT AGGURATE ELONGATION I I I 1 ... 12,_0....I...1.....:....... {........... ..�.. I. ... 1 _�. ... .........I•; - b. REFER TO DETAILS ISn'TDO Imo,16/PT-1,I'I/PT-I AND 16n'T-1 FOR OF THE PRESTRE551NG STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS 1 : I I I I•I I I I .••,. -.. •I-•• I T INSTALLATION OF HOL SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER I I I I I : I I I I TI 1 rn S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND I I I I 5•(No\A ; I I I '�. I I F 11. 1 "m EA SUBMIT REPORTS TO eOUVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF L___`- 4. PANE ANCHOR BOLT RESTRICTIVE NOTICE STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 1 -- J L_ __- __J I I I I I 'I I - F TYPE SPADING b.THE MAXIMUM JACKING FORGE To OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE ' L___ J L_____ j J L_J-__ _:L J_•_ -J Y=w TFIBI:D®GN;DRAwING%ANID ULTIMATE FORGE OF THE TENDON. # -� - ... .......... TTT7 (41.5 x.EO=55.0 kips). KW a f j---• r- --- 11 --?I I 13 . _ 1 TENDONS SHALL Be ANCHORED AT A FORGE NOT TO EXCEED•10%O°THE ULTIMATE d i FORGE of THE TENDON. I GroaNATIDN sHowN�s WQ 5/B'.x 12°O 48"O.G. 6"9 x 12"O 32"O.G. cowxDevrrx TOAu aEo�rrs (41.5 x.10.26A kips). % I 2B I I I ( •\ .I I10-O". I © S/ CMI BEDDFf®.TMiaANSHar®,oa 6.THE STRESSING OPERATIONS PROCEED AS FOLLOWS: -REMOVE GROMMET5 AT THE STRESSIMG ENDS;CHECK INSIDE EACH GROMMET HOLE TO - .._.......• ........... 6"b x 12°O 12"O.G. RBRODIXTD,NOafNNIWT MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTEr IF NOT REMOVE PASTE ):j. .I... i.1..1 .............i I"'I ..... .........Y.:' sTaucTuaas aE&AWT mon THmn ..... F ..... FROM ANCHORAGE WITH A SCREWDRIVES. I I ® 5/6"O x 12.O 6"O.G. catrvs B.Hps.UrtoNc caNa_ _INSERT WEDGE5,SIDE BY SIDE,BY HAND INTO ANCHORAGE. 2" I I w/5X x 12""1 O 16'OZ. UTH1ol1T �O11P-PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM ALL IMFORMAnGMI FROM ' ��� :I I I 4 w THE EDGE OF THE SLAB, BA51G PLAN APPLIES To + I 28'-0' 'I I TYP. I ® aoncra,Lel GO^as covYrtx]R GOUva sNIGUNEmRNG -STRESS THE STRAND AT 55 kips. ALTERNATE ELEVATION N.N.O,) S,,,A .j.r.--- -* -�- : I ; :I I 2 I `�"xl��� THE ARTS WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO PARTIAL P.T. FOUNDATION PLAN I +.. 1 i..............i. .. ........ ......... ............, ..... REMOVE THE RAM. PL, N 3G G)4TEC�ORY I I III f { 5/6 O x 12'.Ib"O.G. R� i .� .• si(d)es w/3X6 sill f s THICK SLAB [ ARCH. i 1•.• 12 8'-0" -MEASURE FINAL ELONGATION.RC-CORD ELONGATION. SCALE 1/4" - 1'-O" � - 3 , �� POST TENSION I ;f I l I ' 1.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION 1 L -� ,f J ------ ---- L--=-�-- - -J „-- 1Z. 1 ...� _`L..f.--.1.- T__.-.1. H�Du s/e°mx12°.I2 D.C. AND THE JACK 6UABE READING OGGUR,THE JACK-GIUAGE-PUMP UNIT SHALL BE s w/5X&sill REGALIBRATE.AN AGREEMENT OF WTHIN'IAS IRNDER TO"UAW OVER SHALL BE SATISFACTORY. 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING - - .. DRAWING=.TENDONS THAT ARE STRC-55ED PROM BOTH ENDS WHEN REOUIRED AND NOTED I 1 ...... r� �.....- -ON PLAN NEED TO BE STRE55ECI FROM BOTH ENDS SIMULTANEOUSLY IF IT GAN BE SHOWN Ix64'A =4'F 6° 4x66'A =5" I --= P"Ut I I I y,p 5/8°O x IS•8°O.G. THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE O= YEL-PUR BLU-BUN : I 4 eWee w/9X6 sell THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE 1 I I `I` T OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS.TENDONS EXCEEDING'100 FEET IN LENGTHS MAY NEED TWO-WAY I.-.'..STRE551NG.1 T ' ' '---... i..�...... %... C. i.. ... % .......... ........... L..L... .. ......... .........'. TA5LE 11 J� 11 It.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, ___.__._. _ter____ T._____ _-�_r- (------------ SHALL __________ __.__ ADD:(42��TO!-< 1"1 CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 12 .. K .. ( )-k .X '-0' I ADD(2)Ls4 TOP i I I ADD(2)- 4•TOP I LB AT(2 DAYS AFTER CONCRETE PLAGEI-ENT AND THEN FOLLOWING UP WITH FINAL : I I I 1 I I I I 1 I RE-ENTRANT I 1 2)-s 4 WOM ;f I illi 4 BOTTOM 501L'IE EXTERIOR INTERIOR - X STRESSING. I i i I I I I 16" L=4-O"PAST Le 4'-O"PAST I FOOTING EMBEDMENT RIB OVERALL - r I I I I IGORNER BARS CATEGORY `l O ELONGATIONS SHOWN ARC BASED ON.10 f pu.MEASURED ELONGATION O UNDER TO•VAS L___i__-_J L_• _J II.. PANEL Etl^!. :I I PANEL EMl. I 3 BELOW LOWEST GRADE THIGKNEY _ O r ! - '--------- I L_______-i•J L_)t__ _ _J J TOTAL(4)BARS ;I 1 PT TOTAL(4)SA n ATE=1(O<E.I.5 50) 12"1 SHEAR IL ' OVER IS ACCEPTABLE.IF MEASURED AL EXCEEDS TOLERANCE,CONTACT 6O1VI5 �, I I I ENGINEERING. I ......:. .........:. ..........F.................. ,17. ....... ........ ......... 12" -�-IS.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND I I I --_ 4 r (LOY'1 EXPANSION) WALLS ONLY BEHIND JACKS WHILE STRESSING TENDONS. I ( I I _._ {.;... _. �...�.. I m CATEGORY II(51(E.I.S 90) ~ STRESSING NOLE55EALIN6 NOTES I I I 1.: - L- J I (2)-k4 TOP d. : 1, I (MEDIUM ENg'AN510NU 16° 16" Q V I.THE REUSABLE PLASTIC.GROMMET FORMS A HOLE 2"(1"DIAMETER WHICH 15 TO BE I {.. I I I: _ I T0714L BOTTOM "• : - --_-_-- -_J e1 Z Z W FILLED AND SEALED WATER TIGHT. I G� - --- -- ___ _-_- (})BARS I..'I- ...•I _- - Q (FIAI6H FJWPANI510RWiE..5130) _, Q 2.U51NG A CUTTING TORCH,BURN OFF EXCESS 5TRAND I/2"TO 5/4"BACK IN HOLE.BE _.- - - - aRf 0 _ CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE �� I I I I .._..-._.. --_ .-.- ___. __._ -_ .' _ - ..1...........i.............;..I.._.....:...... I _._.____-- _ _.._ .._. _..._ 2 N Y 3 U L' THE OUT AS QUICKLY AS POSSIBLE. SEE 50 m t 16 I ILS REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. Q 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPACK I I I I _y I y I I U I a x l- BLOGKOUTS WITHIN 10 DAYS.A NON-METALLIC.EPDXY MIX SHALL BE USED FOR THIS x J22X8 9 9 TJ22 ,( _ • '. PURPOSE.(AN ALTERNATE STIFF MIXTURE OF T 40 PARTS CEMENT TO ONE PART SAND IS 1 ; U a�� : I I I I GARAGE PORTAL D GARAGE PORTAL ry Z AGGEPTABLFJ. I x it I I I. Z O TECHNICAL PARAMETERS NOTES L_______-F J L ____J a"• 'x x ...1..........:....... :..1... .................a- - l9 dl W DEFORMED MILD REINFORCING GRADE 40(s5 x x4)STEEL SHALL CONFORM TO A5TM 7 -m' a} L-__-__ _J L_•____j H� O 4 W LLF A-615GRADE 60(05 t BIGGEIR) O -STRANDS SHALL CONFORM TO A5TM A- 16 • I IF N� - Li -PLASTIC,SHEATHING SHALL BE FORMED BY A CONTINUOUS EXTRUSION PROCESS,WHICH I I I , d X R tN \A .. n APPLIES A SEAMLESS POLYETHYLENE PLASTIC JACKET OF 40 MILS MINIMUM THICKNESS. I I I I I I I ADQ(2)-04 TOP ,: Q - - -PROPERTIES OF 1-WIRE STRAND 1/2'DIAMETER j I - I U I I I ADO(4 BOTTOM 1 "I a' n � W tll -F Pu(ULTIMATE)270 ksi 1 L•' L F Q .L........... b': W I I •) 1 I a m , s I l R ye 0- a o (� J J�OW -AREA-SQUARE INCHES.41 ; N x Y PTI l l TOTAL(4)BARS I �I 00 W m N Y F(ULTIMATE)-POUNDS 41,500x I -Es-psi 26,500,000! I i i SLOPE rD a 6_O^I I GPE f I I:•r'I F x Z.�{ U -MAXIMUM FORCE(.6 f PW TO 53AOOs OVERCAME FRICTION I F'CF[P•RG1'I7_ I 6 I pE 1 I 4 I:^I ILI -MAXIMUM ANCHOR FORGE(.1 N pu)26.ROOx I I x 1 : I I -UNIT ELONGATION PER FOOT 0.010"(PA POUNDS)(12 INCHES)AREA E I I I I ry ........ ....... ••••••• ... O W 0 I 1 I. ... :..I.. is I F4 Q 1.. ..... =qQ I I I Tr \A I I I I: I nn0 pJp u�c uW>1 0 L--- -__JJ L-'_-- --J L--__�__ J L_: _J APPROVED Y-Y- Ica aL1� / FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC By DATE PROJECT NumBE t: 60140 •Y 5 These plans have been reviewed for adherence to the 6AlHN DATE: 06/0$/04 z ryx applicable codes and ordinance. Authorization Is 5 I s hereby granted to issue a building permit pending PLOT DATE 12/15/04 x I D' approval by all applicable City agencies. The issuance or DRAWN BY. K.P. granting of a permit based on REV610N BY: approval of these plans shall not be construed to ALL RFORMAnON FIR OM4 permit or approve any violation W the applicable BASIC PLAN APPLIES TO PP PARTIAL P.T. FOUND,4TION PLAN POST TENSION FOUND,4TION PLAN aut O or ordnance. No permit presumed to give SHEET NI ALTERNATE)3EVAn.N.t+. , authority to violate or cancel the provisions of such PLAN 3B G/4TEC CRY 11, I 1 I �^� ° I/4" � ''-�" SCALE v4" = r-o" codes shall be valitl. PLAN 3� G,4TEGORY II, Ill S-3. 1 B i SYMBOLS LEGEND _ ® POST OR TRIMMER A5 NOTED (:E I _ SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE GOT��C SPAN AND DIRECTION OF DECK M IEDU EMBER PER SGLE envite v lJn SHEAR PANEL NUMBER,REFER TO SHEET SD2 S/ FOR PANEL TYPE,PANEL LENGTH NOTED ON FRAMING 4 F-OUJDATION PLANS. M�Campus Drive Newport Beach x DETAIL NUMBER CA 92660 ® DETAIL SHEET NIM13M 96 O BEAM NUMBER,REFER TO GOUV15 ENGINEERING CALCULATION$ Newport Beach Q KEY NOTE*uMem tel 949.752.1612 4B 1S BEARING WALL fax 949.752.5321 '�, PLF=100 _ ,r p II 68 CALIFORNIA FRAMING Palm Springs ^^ _ r r 4 K F tel 760.3223.5090 k KEY NOTES ry h A ry f� ry� r 5• 2 b 3 1/2"X9 I/2•LSL 1 CONTINUE SHEAR PANEL THROUGH WALL 4Xha a a OF=1 T XI 4XI HUANNGUYEN,P.E ❑ 4X6 O 12 O STRAP(5)OR HOLDOYN ABOVE �F M I TO ,Y�,� SPE AR EAR PANEL. �Y, tRpFESy'/O�, Y ' =160` (5 ®5 MPSON T522 FLUSH BEAM DROP BEAM �`�Jr,N NG(f`F`",Z - k7C6 ALIGN WITH 5TUD(5)OR POST ABOVE 4 j ! ®PROVIDE 5011-ID BL0GKIN6 BETWEEN FLOOR W - 12 4A ❑ _ b LINE OF BLOCKING W/EDGE NAIL- SEE PLAN FOR NUMBER OF BAYS - t' -- O PROVIDE SOLID BL.00KING off C/yjL Fir 1 ..jTt4 IB TRUSS W/E.N. OF CALIFO� - 9A -�\ , 4• !J ")r 4 O PROVIDE 3x SILL PLATE 2+ OCONTINUOUS LINE OF BLOGKIN6 W/EDGE NAIL REVISIONS UNDER SHEAR WALL ABOVE W/(I)6516 $ II TRUSS HANGER BY TRL155 SUPPLIER NO. DATE DESCRIPTION ; -IL. 4A LL 12 GONTIN)Ou5 71MBER5TRAND OR SPLICE PER PLAN 96 LL Jz !I. FRAMINS SCHEDULE 4XM D 5 _ bA 8A -.._-_ __- -_-- _: s. 1• (_:. ry �Y(4 +C LL� X �1 O DE516t�D ROOF TRUSSES,O 24'OZ. j r - • p 8 I/2`X9 I/2' a 14•TJI 250 0 16"Or-. T DRAG 6.T.el yb --- -.__._._. - h p 2B p J 2 12 4X6 4X6 4 2 IN.5_PLY _________. f4'TJI 230 0 12"O.C.op ` IB p r AX`t .. 2 -O•'. TRIM O4 14'TJI 560 0 16"D.C. DA ❑ O 14"TJI.a60 0 12"O.G. a 4'-O"I ..... pXp 2 X 10 DECK J015T5 0 16.O.C. RESTRICTIVE NOTICE w r 2 X 10 JOISTS/RAFTERS a 16"O.G. IB IL „y � " � T10EpB1Rb,ptAWN(S.AND 2 X b ROOF JOISTS/RAFTERS 0 16"O.G. 01 I IB x 4X8 DROP O 2 X 6 FLOOR J015T5/RAFTER5 a 24'D.G. F011MATION .tronu xwN Is aX4 10,0 MD No r,VtT OFT4jE oawv'rINtS FRAMINGNOTES ONeeCOr®.TaA3FalD.oa j .., � aBWOII®,NdIGNANT % 7 -a 13 D Y kXp __GENERAL NOTES AND DETAI sTaucturtrs ecNaT NtoHr� . REFER TO 4A 2 = 4A 12 I (SN a SN-2)FOR MORE INFORMATION. LS SHEETS w CA F D IB 9B 2 �2X � � £xx 4� I 2. REFER TO SHEET SD2 FOR SHEAR WALL SCHEDULE. caeralf41TGo11vBu�G ^, - O Y - I �_ _ 28'-O" 5. PLYWOOD SHEAR WALLS CANNOT BE USED A5 PLUMBING WALLS. Cwmxn+G Gaour�aM ? IB '�^ 4-- D UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN ALL aK4irs araety® 15 .k LL I ! BA 5 �'7X4 WRITING. - yp 2 6-0" 4- USE SIMP5ON'IU5'HANGERS FOR CONNECTION OF'I°J015T5 TO 10 OTHER FRAMING MEMBERS NNAJ. H. I ! �,. 2 4UC6 5. USE DETAIL II/SD-5 FOR SHEAR WALL5 EXTENDIN5 7o ANY _ 5 I/H"Xia"6LB DROP _ 2_2 -_ a OPENINGS. 2 4'-0" - IB Tn"XI4`ZSCPC-pJ/EN: . Ig O 4 10 MANUFACTURED BEAM DESIGN SPECIFICATIONS 9G A _ I _ H - z>< ° _ JOIST FbPs( U W MAC (PaU E MAC MILLAN PLF=100 TIMBER STRAW 2250 400 1.9xloe H, LSL 1 g 2 •�•nw - C 12 $ - . e Z-? I I 5 SIL m II X&a' 2 "1 F LL 1 K! MIGROf� 2600 26y I.Ax10y Q FFFJ J C A D LL� U J 4Dq IS IT PARALLAM 2900 2r10 2.Ox10 O ! PLF-150 D / / O❑ bXb x U J ALL PRE-FABRICATED SHEAR PANEL CAN BE ONE OF THE FOLLOWNG _ ! / / �` J L . \ Ll W/E.N.(F I ) / 6X6 6X6 �. -� IN. 2=�09e)— x O U U 4-4-_ _.._.__ - A 6'-O' II 2'ZXp SIMFSOKALL N STRONG TJ PANEL SI PORTAL sE 7JPORTAL. U Z- MIN.2 LY _. .. 2 1 1 b"O.G.B.N. '4 2X6 DFL YO OW X NT I "XI A 5 SW24X6 TJ24Xb 5WI6XI TJIbX1 X 0 _ mm BLOCKED VIA.W/b d' — _ m eI LLry LLOLL 4X6 - -. 10 _ .T... SW24X9 TJ24X9 Sk"X& TJI&XS V - STUDS a 12"OL. O O_aDROP 2 Z-? O 6 O.G.E.N. m --- --- SW24XIO WA (9)9W1bXT WTJ16Xl Q \/ r 2X6 DFLMI J22X8 ..-GORT.L5L HINT- Ig JY, 012"O.G.F.N. N 5' 5TUD5 O 16"O.G. ,ryp .ryp 9 9 TJ22 SM2Xb T.92Xb (2)SP0Xb (2)TJ16Xb `� 9 IA 1 2 IA 0 CRIPPLE X X I 6ARA6E PORTAL D 6ARACe PORTAL Y R/ 5eB2X9 7J52X9 5W22XI TJ22X7 Q TD to w "2XIo T.B2XIO &O2Xb TJ22XD SW46Xb T.MXb (2) =>0 (2)TJ22X7 6 pTCA 5W46M TJ4bX4 (2)5W22X& (2)TJ22X& XzX Q 1Iin 12 2 LA 12 .. _...gq Y - J .. I�-- 9W46XI0 TJ46XI0 W 1111 15 __ EL J to W 5 SHE WALL SCHEDULE V m�J PLF=260 1 ev PLF=ISO 0 1 • ~ 96 FOR PERMITAPPFIO ISSUANCE < SCOTT FAZEKAS&ASSOCIATES,MC 199T UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING GODS _zm Q �aZ 2 =O m 0 4 q DATE FRAMING `�Z �UL O IL Y 9 for atlherence t `Jt£ATNf EDGE FIELD SHEAR SILL iC CLIPS MIGFIOR F 2 0 Uo lane have been reviewed NAILING NAILING GAPACTY WILING A35b1.950 BOLT 6B These P ermlt Pe^ COMMON)( W (PLF) OR LTP4's SPAGRiO of n 2 U U 4X4 sDPlleeble codes and ortlibulld n9AP thoNzatlo ® yro'APA b db b db /b•0 x 12' Y- �/� �j /„/ O hereby 9raall PP Issue a encies. 260 s 0 16,OL. _'' `�0O / applicable City a9 rated 0 6'OL 0 12,O.G. 0 6.OL. 0 46,OL. approval by rantln9 of a permN base tans shall not be constru B/b"APA b db b db 11 's x it The laeuenee or 9 0' the appli ao.® rated 0 4'OL 0 12.OL. a 4.OZ. 0 12'OLA L. . .,y2.0L t j+ O approval of these P vic�atnon presumed t mcgEcTiNu aw 60-140 X permit or approve any l y A visions o s B/6•APA b db b db 490 0 10'OL. 2*x Ir code. ar ordinance ho rats. •S•OL.a @•OL. 0 5'OL. 12.OZ. 1A71ED DATE Ob/OS/04 authority to violate or cancel the Pro 1 cOtle.shall be valitl. � lural�' b db to db 600 b •b•oL. •o x Ir PLOT DATE 06/10/04 2 ratb •g'OL.012 OL. 0 5'OZ. (U*WJ 6-Of- / DRAWN BY: D.T. 9A AIS/B2'APA •�0.0 structural I 4'bOL i 17'sOL. D10 0 r OL. •N NOJ X tU� REV610N BY: (_) rated SHEET NO.: 5•NOMINAL OR WIDER FRAMING AT ADJOINING,PANEL ROOF FRAM I NC PLAN FLOOR FRAM I NS PLAN PLAN 3A 9-,ALI 1/4• - r-O• PLAN 3A WALE : 1/4" - 1'-O" EDGES YUTN 1ON51MPD. /� USE Aft•b"O.C.OG.ON SIMP9ON STRONG WALL 4 HARDY PANEL NNAJ S-3 e2 j I I I (JE GOUVIS 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949.7521612 fax 949.752.5321 Palm Springs tel 760.323.5090 ?xq T MAN NGUYEK P.E 6. ❑ t7 � I __ __-__—_ -------- NG(fA�lr,� I ❑K:jQ1 i II` C C I �x6 2-4 I i I I Ox4 � � 5 ,3 ❑ I REVISIONS NO. DATE DESCRIPTION i I � - -' 1 ------------ ry fv r� RESTRICTIVE NOTICE DESIc+aaDRAIXQ AND '" - � I I 9ECACATIOP6 Al1ETNEU9VE .= r , .I I.-, I � raorenr of came e,resuNG .-.�. - __ coraar«ac caour,ANOAu .. '" •._ I '. a.. __ _._.. RfORtMiIOIV SFIDVRi6 _ � mNroenut ro eu�rs AND No two aTF�DMD,Cat t CAN ee cor,%taANsra®.oa tusaoasm Noe CAN ANY I -- 0 1 �arrra eacNEERrac corsllTm p..ofi -- -- D_ / ( wmtourwlunea mlaem rr __ 0 D —j AuarcNrsaesav® _ �D ' I coNsuicrc�x«rmw �� I I I I n . I 4 10 u I ; Q CANT.s In•xla• LSL FL 2_?X6 L•19-6 s 10 I` 4 • • VRAr, F ',. T•4 ❑ T &.T. yk FL 2.2X4 V V Z. MIN.2- '�Xg 2'1 MIN.2- Y _ZX4 Ck F. T ,Z t 5 4'2 ._..._._._... 0 :..._. _.._ .,....... 4X4 Z 0 __.._._ i 2A d OC � T L IALL LL zWW J n�w ILr ( N Y in IL-1 Idi ((1 Lr ~ Z �z Q =oo _ d M u FOR PERMIT ISSUANCE W Q 0 2 APPROVED SCOTT FAZEKAS&ASSOCIATES,INC 4X6 BY DATE These plans have been rev ewad for adherence to the PROJECTIVONBEiL 60'740 I - applicable codes. and ordinance. Authorl-ti- is _ X hereby granted to issue a building permit pending mueD DATE 06/0b/04 ^h h approval by all applicable City agencies. _ h PLOT DATE: Ob/O VO4 I The Issuance or granting of a permit based on DRAWN BY: D.T. approval of these plans shall not be construed to permit or approve any v:u tion of the applicable REV610N BY: codes or ordinance. No permit presumetl to give A"INFORh1AT10N FROM ALL INFOg4ATIr2N FROM authorishall ty to violate or cancel the provisions of such BI51G PLAN/IPPLIES TO Bh51G PLAN APPI_IE5 TO codes be valid SHEET NO.: PARTIAL ROOF FR,4M I NC PLAN .rLI>O,TE M"^�'°N""'D' PARTIAL FLOOR FRAM I NC PL AN u�A�Ei EVATION J„`"' SCALE 1/4• - V-0" PLAN 55 PLAN 3B: SCALE : I/a• = r-o• S-3 3 �I VE-S „0-,1 _ APA : NWOS NV'ld .0-,I - .bil ;-rsos 7rc N 'Td ON 133HS CaxN Nouvn3 to suolslno:d to 31vNa3i 11I � �d �N i W'v'�� �oo-t� -tom i lzl'�d arrru Nauvn�31 ,1,r N`d�d �N i W`�zl� �ooz! i 1�'sf e� 01 I'M NV'Td O118VIIo a1 SM-L"V N*—w NAow mouvvr%%JISY6 yons PI!e^aq lleys sepoo ,m-,v eyt lane e0:o ateloln of AtPogtne WOMB NDIIVNLO�N1 TIY nl3 0l Pawnsa:tl 1 w.ad ON 'ap ueu!p,o Jp sapo�'AS NO19A3V elgeo6dde ay! ;o uglelo.n ✓ue ano,tlde,o llw,ed.1.Q ;AN�VW uo pan,lsuoo aq lou Ileys sueId asayt{o eno,dde peseq tlw,ad a yo 6upu e,B ,o eouensel ayy b0/b0/60 �.vu 1rnu b0/60/90 awa a3no 6u, saloua6e Ayo a!geolidde Ile Aq lena,dde pued t!w,etl fiu!pllnq a enss!oy pa4ue15,( e,e s! o!le ueje pe 'eoueuiplo Pue sepao elQe011dd. Ob109 N3SNnN L—AfOWd ayt of eouwaype,o+penlalna,caeq enay sueld esey1 31V0 Ae 9xb -n ONI'S3IVIOOSSV 9 SVN3ZVd 1LOOS �O vy�,, 30Nvm,!l!✓Sy3d HOd r 1� O�iAOHadV -: o DDD �r r @ Z D z '-n 3 O f f Z VI VI .19 � W9 1N0'3 H'y Ant L L SI0-16 va.7 1 f Ill D m N s Z .blX.t/I 9'1NV0 -------------------------- I ' L _ I OI 9?fb ! + I , I aantaas su+�lam ii I i y drKM f. iO1fH4iOJ N3111eM 1110F1LM u�rvr�m�>ioi�•®�ia�eueL II i / i ao•�uvxl.•aim asrm - -- - I � vN3lanaa„rol,vuN3auNm _, ' .l"� 9 NMOiLS NOLLYHUOJNI T 3NSfTDX33ry13eV 4JOIlY.M1p36 LJ � ,�•� RJV'SJf�MVYO'F'1�9p381L - 37LLON 3ALBra w L I I I - sNo1s1n3a u NOLLd1S�530 31VO ON i ! I I 7gN `i YNOySS3iOna4 �, �. 3d'N3AhJN NVf1H o o Fo 0605'£ZE'09L Im s8uudg-led IZES'ZSL'666 XZJ Z191ZSL'666 Fn 099Z6 V7 - �u� as a�6ua ! SM0J II I 5 £'S 70111 :MNo� .o-,l ■ JFA 2-W')s >0: 'ld0 /M �c N`d'1d 1•Q rowrogw-al>. 1�. 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'v'd N'v'"Td 19N I NVN=i 'IV I NVC4 0 m z tl 1 Aft ( CONN 51WL MIOIIdD COtt1"Gk 1VN-'l Ol No MOL yk;so -nv Ol 5No NC 6Mvld 711w 1 r10IlOu'Iylyp-,lU"I"ly NO NouVNtlP3L TV Z 1� _ ONI"S3 tlIJOSSV'8 SVN3Ztld 1100S _.__.. - r„ro > N�'nsSl 1 PdH3d kl0J T r �Zano�r�dv�; i l XAN C �� I 4 1 z _ T �xD TI i 3 �No z ❑ ----- zro N� El I - 1 m v I 1 t I FnI I z -i ------------ ---------------- �..� -- - Z II I ----------- J 1 I 1 1 I Ib 1 I I I I I r r ——————— ————— I L-- — J avaess tueae'm Ld - f iOaL Jnp1FJ'JNI1lINJ00 `Xl11H3�exa swa�wonwau m Ild m aruvlavo��n�rxe Annoy io wvrawam.uaxllm „o-,i = a��l a,b�s >I'��Q •ld0 /M Gc Md'(d „0-.I �o�Q /M � N : = .b,� � �,�� ___ 'ldo `�1d ���Q � N ,.o-,�_= .�,1 ' �,�� __ �ldo /M '�"1d sxarnwa sssuf0lYVa oN qnv r"m owu Mlomao N'� d NOIi�aivno� `dllr� d rowv%wd„ N`d�d �Niw'��� �oo-►� ��I���d roNN9NV1d1VNOLL10 T�'o+ 019211 6NVL oKVfl 0153111dV SNVI/OB:Via Ol Calla" rTiV1d'J16Y'e nva ano No NOLLVWtlOd"11 TM No NoLLVHNo"1T/ No Noll NOLLVWMOdIiI TY - aa�rxa Anrao f o uteaoaa 3NSfTUXe 3HL3W AVOLLYJtlD3a 'i - qNV$6NMVlq'AEM9O3S3HL 'i 33UON 3ALLOIU M TT 1T-_-___ L _..-. ___-.-_-._. -__.---.-____ ____.-_ .._____ __- _.-._ ---- ti a` " I ❑ � __I II LJ I I � o 0 I I i, II ( ----- - _ Waal 1N3110 soisono I ® .ha211N311'J b0/10/II - ...� i-, '•. , .'• I I .__ ' � � `. I 'A-= 1N311J bo/rvol p NOLLdWOW 31VO 'ON I I 1 II SN0ISIA3N I ❑ l ❑ I ; �oativoeo I l I ' I , toll ❑ i L ❑ y - L— n III 381143Af19N MR1H ----------- ----------------- �— ❑ LJ if j 1 ------------ 0605'EL£09L lal sBuudS wled O olxb Im 4 -77 IZ£SZSC6464 o 3�k f • 1 __ . 099Z6 VD -P4-dUFCD 0ri 0 o us SIA(10J it 3P I -- I 5YM5OL5 LEGEND FOOTING '�%// DROP IN SLAB(VERIFY PRIOR To G01419TRUGTIOW GOUVIS --"- REBARengineering ® PAD NUMBER ``i 4400 Campus Drive ®X DETAILNUMBER Newport Beach DETAIL SHIMT NUMBER (.A 92660 � -----L ---------- Newport i -------_._1... I 1 PAD SCHEDULE I I Beach tel 949.7511612 2'-0"50.X 12'DEEP PAD W/(2J as E.W. fax 949.752.5321 #' 50.X 12"DEEP PAD W(3)04 EYL Palm Springs L r----8 -----J 2'-0.50.X 15'DEEP PAD W (2)e4 EA tel 760.3235090 1 L 2'-6'50.X IH'DEEP PAD At(3)n4 EYL -. 1 I MAN NGUYEN,RE 3'-0.50.X IH'DEEP PAD W/(5)M4 E.K 5'-6-So.X 18'DEEP PAD W/(4)x4 EYL eROEE$$IpN. _ r— --1 L--------J _1 1 WQ`�aJr.N NGUFIf. _, _ 4--0-50.X 18"DEEP PAD W/(4)x4 EA - 1 4'-6'SO-X 18'DEEP PAD W/(5)a4 E.K I P 07 m yr �. —— _— — - _ _ FOUNDATION NOTES FOFCAL o�2�T 1 t o J I I —__ ADD_________________T___ a I I ---- _ ADD I. REFER TO SN-I SHEET FOR MORE INFO. 1 (I)-e a T U-e 4 BOTT. INSTALLATION OF HOLDOPa+S REVISIONS ( (I)-e4 TOP 6 I 2. REFER TO DETAIL ISFD I,16/5DA I'1/SD-1 AND 18/5D-I FOR L I J I Ls)4'-0 PHIV&EYLAST i , S. REFER TO TABLE BELOW FOR ANCHOR BOLT 51ZE5 AND SPACING. NO. DATE DESCRvnON 1 I 1 1 I ts/SThID14�EY1 I ANOFIORANS BOLT ' i I I m-o• I I 212'-0" TYPE sPAc1Ns _. I 16 ® sro•m x 12••4H•OZ. I w ------- 11 Sro'O x 12•a 52'OZ. L eorlero*e 1 -—_--- - I °e 16•o.c. aaralCI1VENOTICE ALL IPFORMATION FROM "" — PARTIAL POUNDAT I ON PLAN BA51G PLAN APPLIES TO _ ---- -_-_- ---, • 1 ALTEFUTATE ELEVATION N.N°J 2B g O' I L J J ro'm x I2"a I2.OG. COfEl1LT1NG OtouP,AFnau r— -- 1 SCALE I/4" = I'-O" I ——— — — e des r/SX6 ag1 1 traoaNAnoNSFtavma I PLAN 4G-GRAI=TSMAN ' ,o�1tRR _ i. I _—____� AFID NO PARTOF Ta'gdUWWfd r— dV , ro•m x tY'a H°o.c. cANBEco)CIDIN CANT.oa "'°°" i I �K I e r✓3X6elll aeaolxx�.NoacwNnNr n 4 I 1 I WIMHOUr vvWrl@1 CDre•R OF 1 ways�maaTnw 1 �._t D1 L---------------1 i 1 1 i r 1 4B i coaumica N` J _- li Au atcttrs aeecv® { ... . r---= — ---J l 1 I 1 `� — r I a -r t_ I 1 1 ---- -- ---I A r------ ---- 'IL--------J 1 I ► �— ' Ll I 29 { y \ I - -- 1 S 46 11 / I Ill u I l I L— -- > -� I � 2 e'-o• 1a ,� 1 L rl L7 I J I { I W 1 I Q2 H•-O" �'' I I I I I I { 2BI Yoo Z L____________J �_ ___ __.__ ..___..____ _____: i IB 1 1 1 { I P4 _ lu i. L----------------- ---------J L F m J Q Q1 J 1 I I (1)-e4 TOP ADD(I)-e4 TOP SD Q �O 3B 1I( )-e 4 BOTTOM BOTTOM l in Z FFF_O F 1--------- ---') 5D 1 L: --O•PAST ___......... PANEL E/ q A -D � J uL�I 1 P L EMI. I FOR PE 'SUANCE O—J Q OOJ _--' 1 SCOTT FAZEKAS sAo SOCIATES INC L-- ---- --J -A—- ...___ __ — -- --- BY DATE ...... —— These plans have bee, reviewed for adherence to the _ __ ___ __ ____ applicable codes and ordinance. Authorization is FROACT F�'� b�'�O -' 12'-0° Ig hereby grentad to issue a building permit pending a, ALL RFOF44ATION FROM approval by all applicable City agencies. 16A)ED DATE 06/0&/04 PARTIAL FOUNDATION PLAN B'' `PL""�LI�� ALTEWIATE ELEVATION Nxo q q The issuance or granting of a permit based on FLAT DATE 10/12/04 TJ 22,T TJ 2. approval of these plans shall not be construed to DMVN lam: K.P. GARAGE PORTAL tSARA&E PORTAL permit or approve any violation of the applicable iFnLC 1j4 e 'w codes or ordinance. No permit presumed to give IIEVBON tY: x PLAN 45-I TAL I AN authority to violate or cancel the provisions of such codes shall be valid. FOUNDATION PLAN s,4ffrNo scALe ,i4a PLAN 4A-SPANISH : a r-o• SA vII S :'ON 133HS 1 - 'p len eq Heys aepoo yona do suolslnold 64l leoueo of I<t1,o4lne - x -As N01m en1B od pewnseid 1lwiad ON 60UeulPlo Jo W.. - - elqeolldde e41;o uallelo,n hue enoldde o ilwied :ASNMVVG 01 penilsuoo eq lou Ileys sueId ese41 to lenoIdde uo peseq llwied a do 6u11ueaB io eouenssl 6yI - 60/5 V r 1 a1VQ 101d 40/60/90 aivo®nm sa o 6e, Gel lade Ire Rq I o dde Bu!Pued Ilwletl 6uIPl I ans 1 1 e 6 Aq �y - Ob1.09 --aWM I�foaa .41 0l eoua aype lod P ° e a q °;i 31Y(I ,�� _ .0-,I = Ar/1 ' aTfOs .0-A = Jr/1 ' MWDS NV' cd NOI.L` (nNnO� NOISN�LL lSOd �°""NQLL-IcklY L,Y N'd d NOIIIVCNM d .L,d -iYI.LvvQ Ol 5311ddV NYId 715V9 OVATM O -O JNI'S31VI00 .4 3d bo 11005 Wp41d 11mv RIPdr71 lTY �,.?ONYf I _tad H17d 190 Z N 3 V3aY(53H7NI LI)(SOWIOd Vd).bLO"O lOOd aad NOI1V9N0,3 lINf1 xvN NOLL71Nd 3W V-WaA0 e�ss o 3(�S')a'Jaod 1-4WxvW rp@ �ffl lb'laOd 39YaY9 1v1sod 39YNY9 sooMil 801Y1O61 VWIJ�,N d- ADD ^ _ 7C up \ / s L)QL rl I d �L rl j- 1 r O _ b y b N313WV10.L/I 0NVb1813aMm-L-lo 53lllbl"lob"'- Ia>I oda(alvwu,N d- A Z _ _._..__ __._._. _._-... 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NO. NOM. MANUFACTURER DESCRIPTION COOLING MBH ELEC.REOUIREMENTS SEER OP.WT. a'm 7"m� 2. ENLARGE CHASE /11 I- I----- --- TONS 4 MODEL tt TOTAL 5EN5. MCA VOLT PH MOCP LB5. ♦ 12„m 3. DROP CEILING AS NECESSARY `LJ _ CU-I 5 BRYANT tt561CJ-060 OUTDOOR CONDENSING UNIT 57.0 42.3 37.4 203/230 I 60 10.0 240 7"m I 4, FIELD VERIFY CONDENSER CN I ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 8"m LOCATION 0 O \ III BASED ON q5 DEG.F OADB 4 67 DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD HODELA TR ROUND DAMPERS Iq"m \ COOLING MBH B G MODEL TROD-A-TEMP ARP I 5. ALL SHEET METAL CANS O CONTROLLED BY 16"m ---- LOCATED IN WALLS SHALL J 8 m T-STAT j16 BE SEALED AND/OR m Q R CONSTRUCTED TO PREVENT C)Ln 'Coll 2a m�� E�ANSIONSE BY THERMAL ^, �N Ln COOLING COIL SCHEDULE 6. VERIFY PRI./SEC.COND. DRAIN u)J --}--- CS 2 III AIR COOLING CAP.MBH OP.WT. 18"m LINE WITH BUILDER NOM. MANUFACTURER 7, DUCT UP TO ROOF CAP Z fll�1 MK.No. DESCRIPTION CFM REMARKS jl TONS d MODEL q A'P TOTAL SENSIBLE LBS. EA. L 101, 8. DUCT TO WALL CAP ��� CC-I 5 BRYANT ttCK3BA060 CASED HORIZ. DX COOLING COIL 2115 0.28 57.0 42.3 64 W/TXV AUTOMATIC OL-A-DAMPERS /� O Q MODEL:TROL-A-TEMP ARP 14:�m 7 m 9. DUCT TO ABOVE �V Oo O NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY 4 SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, CONTROLLED BY �co� SENSIBLE COOLING CAPACITIES BASED UPON 80' F EDB, 65 ' EWB 4 45' LEAVING SATURATED TEMPERATURE T-5TAT TIB 7"m a'm 10. DUCT TO BELOW a O Ov Ill. DUCT UP FROM BELOW 11 2. DRYER DUCT UP TO ROOF CAP BAROMETRIC,or 13. DRYER DUCT TO WALL CAP DAMPER TROD-A-TEMP INDOOR FURNACE SCHEDULE SPRD-k4' 4. TYPE "B"VENT TNRU ROOF NOM, MANUFACTURER NOM. EXT. HTG.MBH ELECTRICAL AFUE OP.WT. TO WFATH£R CAP 1 MK.NO, DESCRIPTION "Briacliff" Plan I TONS i MODEL tt CFM S.P. IN OUT TYPE LOAD VOLT PH MOCP E LBS. EA. 15. DUCT TO RAF CAP FROM F-I 5 MANT tt310JAV066110 HORIZ.GAS FURNACE 2115 0.60 105 85 H.P. 3/4 115 1 20 80.0 160 Zonal Control Damper Detail RANGE HOOD 16. DUCT TO WALL CAP FROM ALL FURNACES SWILL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, RANGE HOOD HOT SURFACE INGMTION, DRA IT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY, LOW-MED-HIGH FAN SWITCH. I 17. DUCT UNDER FLOOR 18. DIRECT VENT THRU WALL TO WALL CAP Iq. TYPE'B"VENT UP TO ABOVE OPT. HOBBY RM. - T- _— _ { ___._ --_ _ _. ------------ _- 1._. o„ _ .- 1 + -� 20. TYPE „B„VENT UP d DOWN Ui I i 07 c m 4 -- 80� �� ----- 5a� - _ 1-L_.:�__ ___.__.___ EF - i— —._ _ �OPT.HOBBT I } .— CLIENT CHANGES M.W. 118 04 I �t " ! =1-- i _ _ _I e.f �'�: I� ONLY 1 CS 3 -'1"EP. '� -=T= '41 c m ' i CS-3 �7"0� i SUBMITTAL SET S.A. q-8-04 m �,.�� `., CS-2 FAt-IIL, ® 1 w. DESCRIPTION DATE 4„m �'1 �.,� � II � Iq4 cFm � No. LOFT A i�:JE':B 1" III SHEET TITLM " 7 m �, - y a'm PLAN I cs-3 � w,�L'S IhN -- m 35 c a'm II AN 'm 1 MECHANICAL FLOOR PLAN _ e "m I I-jl . y cs z - '� I I I II 113 c m I i - j} PROJLGT: I - ----: _ =J��_ 12"m CS-3 T� y _ -�-J, y _____ � I I I� BRIARGLIFF -- I LAKE ELSINORE,GA E L---...- -- am , _ - _, ___ �I_._ III�I 1I�:--J u 4"m ---- I _ ..1 IA •II, ...- 14 m z s + am I — 17m - J I6 m I 7 -- - OF i_CIFT co PLAYFORM CC `EF { !, -- l O d Qv c ACCE CC 6Gr:.'r� - I; i. 1 ,: @ LOFT D;�JIIJG H- 14 m I 11 I I _ - -__�— jlf ;y OPTION . f_-05-2 L ila�_ljm P_7 j N 4- c U N LL O L c I III I LL rn O O z 8 c m ,Hh ----- I Eli ner O r o __ _ z a I. _-�. - i_  �• .- 7 -_ �, G L III 't-�) i� � (� GARAGE r �t 0 e In A OPT. LOFT L 'GR-I 4 F I c m 8 � GARAGE VOLUME EXP. GARAGE 5,616 CU FT .� SCALE: i4�.-T�o j - 1 ( )� 0 r : ___-___ GARAGE VOLUME (OPT. HOBBY)= 4,437 CU FT j ® O� 50,000 0 CU. FT 0 CU.MINIMUM VOLUME UH I�EF 1 2,50 ! Z a W 3 i'-IT I ___ _ �i 2001 CALIF. PLUMBING SECT. 507.2 II c m _ 56 m '' L1 - -- FOR ORDINARY TIGHTNESS, ENCLOSURE a ----- - - yI -- - {� F-- --- - J �,4 GVOLUME GREATER THAN OR EQUAL TO MINIMUM VOLUME. BED.GOOl 3Y I THEREFORE, NO COMB. AIR DUCTS REQUIRED �� STAMPF7 d fESSIcm 0 �Bn.s I (� \ I �) � l W. RUSSELL'•� �� r� �cr„r � ;�T❑ 1 Ia I EF I III � � KING .cam No. 028982 '-�• - A I m � BEDR q t -� Exp. 6 30-06,•'* Li = I �� Jl MECHANICAL,: I OF AL - L i Try � _ Imo.______-_-__ _ DRANK BY: M.W. „ R T 1 BEDROOM 4 e m' T 14q m E 1 - —� FOq PAF (+I=D DE516NED BY: R.K. SSUANCE SCOTT FAZEf Ha 3 H3SOCIATES,INC APPROVED BY: R.K. Y DATE the i adherence to for ad CS 2 8"m I .. en reviawedDATE; II-I -04 •' have be 8 ..,e plans 's P anon I I m o rtlln nce. A uthoriz le codes an d buildin parmrt pan d� g to sue a 9 ..eby granted Is o al by ai'.appllcable Clty egencles. PILE NO: based on `y aft or granting of a pbe 5HEET No. ai of this pia ail not be onstruetl to or approve and v lat;on of the appllcable _ PLAN 2 — FIRST FLOOR H�/?�G as or ordinance °e-m.lt presumad to PLAN 2 SECOND FLOOR H�/AC ""_es"all to violate or .hgive e provlaiona of such M — 1 OPT. BE1� 4/5ATH all oa vat.d. SCALE,1/4'.I'-o• SCALE,V4' I'-0' L SCALE. /4' P-O' 2 i I KEY NOTF-5 CD I. ADD CHASE U ' W OUTDOOR CONDENSING UNIT SCHEDULE 1. ENLARGE CHASE ~ 3. DROP CEILING AS NECESSARY NOM MANUFACTURER COOLING MBH ELEC.REQUIREMENTS SEER OP.WT. MK. NO. DESCRIPTION 4. FIELD VERIFY CONDENSER (n N TONS d MODEL 7t TOTAL SENS. MCA VOLT PH MOCP LBS. LOCATION O CU-1 3 1 BRYANT#561CJ-036 OUTDOOR CONDENSING UNIT 1 33.8 25.8 1 21.4 1 208/230 1 1 1 30 10.0 145 ® 0 0 CU-2 3 BRYANT #561CJ-036 OUTDOOR CONDENSING UNIT 33.8 25.8 21.4 21 1 30 10.0 5 145 . ALL SHEET METAL CANS LOCATED IN WALLS SHALL J ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. BE SEALED AND/OR CO Q 'I. COOLING MBH BASED ON q5 DEG.F DADS d 67 DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD CONSTRUCTED TO PREVENT U 1n NOISE CAUSE BY THERMAL LLJ N EXPANSION \8� In COOLING COIL SCHEDULE 6. VERIFY PRL/SEC.COND. DRAIN � LINE WITH BUILDER (D _J_jLLJ N 7. DUCT UP TO ROOF CAP -0 §O r, MK.NO. NOM. MANUFACTURER DESCRIPTION CFM AIR COOLING tAP.MBN OP.WT. REMARKS 8. DUCT TO WALL CAP � Z TONS d MODEL>< DP TOTAL SENSIBLE LBS. EA. //���� O Q^ CC-I 3 BRYANT 4CK3BAO36 CASED HORIZ. DX COOLING COIL 1125 0.27 33.8 25.8 46 q. DUCT TO ABOVE �V 00 U)O CC-2 1 3 BRYANT #CK3BAO36 I CASED HORIZ. DX COOLING COIL 1 1125 1 0.27 33.8 1 25.8 1 46 1 10. DUCT TO BELOW O O to � NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY d SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, II. DUCT UP FROM BELOW J SENSIBLE COOLING CAPACITIES BASED UPON 80' F EDB, 65- EWB d 45' LEAVING SATURATED TEMPERATURE 12, DRYER DUCT UP TO ROOF CAP II. 13, DRYER DUCT TO WALL CAP 1N1700R FURNACE SCHEDULE 4 TOPWEA VENTHER C PHRU ROOF MK.N0. NOM. MANUFACTURER DESCRIPTION NOM. EXT. Il MBH ELECTRICAL AFUE OP.WT. 15. DUCT TO ROOF CAP FROM _ TONS d MODEL p CFM 5.P. IN OUT TYPE LOAD VOLT PH MOCP % LBS. EA. RANGE HOOD F-1 3 BRYANT f1310JAV036070 HORIZ.GAS FURNACE 1125 0.60 63 51 H.P. 1/3 115 1 I 1 15 BOLO 120 16. DUCT TO WALL CAP FROM F-2 3 1 BRYANT u310JAV036070 HORIZ.GAS FURNACE 1 1125 0.60 1 63 1 51 H.P. 1 1/3 115 1 I 1 15 1 80.0 1 120 RANGE HOOD ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, 17. DUCT UNDER FLOOR HOT SURFACE INGNITION, DRAFT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY, LOW-MED-NIGH FAN SWITCH. I8. DIRECT VENT TNRU WALL ,} GU 'iK Uri= OU TO WALL CAP I,L Iq. TYPE"B"VENT UP TO ABOVE -j 1- 7- __� i....-. i l:q -- - -- 7- --- -- }---- -- 20. TYPE °B"VENT UP d DOWN 14g5c 1 t '�Or9K S CS-2 1 C6_2 .p-...._ _..� ._... _ �. l 1765--2 I�� �I 211 cfrn II c m LI I �+ l se, P I CLIENT CHANGES M.W. II-16-04 B ! 1 SUBMITTAL SET S.A. q-8-04 4"m - "m q"m -� 264 cam F DESCRIPTION DATE Er 7"m __._ -1 SHEET TITLE: 77 MECHANICAL FLOOR PLAN III ccc--- _ _ 6 III _I o m PLAN 2 L.-._. 14q cfm 505Rcim l r - - L -- - "r-)O _ U PROJECT. " ' -� I I BRIARGLIFF I T LAKE ELSINORE,GA - - - } - .ITGCS 3 m q ( III 12` I 2 ._..._.__ 1! c m 4"m BOO. c: �. s 2"m I F / 41"0 LU -- a - r. „m CR-1 tom 1 � _ �� i� 8 c 0 �' 1125 c m °.J Z N o �' i II6 c m / // �✓ f .� _. 4 rP-r*- , , "�:� 1 cs-3 O 01 N o � 4 F GG ie u_ !n O O 4 CS-2 III- -� ..-. 6A'1 r, a:- Z Z O 0 o i 113 cm �� E 0 I I q m O r in g 'L__ , IIry Il N ,-� VI- if _ -1 7 L L - ,_._.I �� 7 m Ill •.•I ` � I `,1 J f.. � Z Q Io"m I e m\ CS-3 i •pp 9 m I ' STAMP: T -� 1- - -- I� QROFF.SS/p T ,nn RUSSELL'•;N KING .p - GARAGE VOLUME= 5,202 CU.FT. 5 m I 138 cfm B m -AUN 9.m EF + �� No. 028952 50,000 BTUH X 50 CU, FT./1,000 BTU14 III •� wCR-I C5-3 fill �-' C5-2 2,500 CU. FT. MINIMUM VOLUME *.Exp. 6-30-06•f 6 0 cfm 65 cPm 185 c m MECHANICAL2001 CAL-IF. ; FOR ORDINARY UT GIHTNE55NG T ENCLOSURE VOLUME GREATER THAN OR EQUAL TO MINIMUM VOLUME. THEREFORE, NO COMB.AIR DUCTS REQUIRED. PRAM BY: M.W. I-- 1 l 151 c m I I� .'O FOI PE -'-DANCE DE516NED BY: R.K.I SCOTT FAZCK F ASSOCIATES,INC ScD D r{ "Y _DATE APPROVED BY: R.K. lr' plans b re - for adherence the $ � i'ca bla codes a c ordinance. Authorization Is DATE: II-18-04 Y by grantad to ssue a wlding permit pending b ;_rova!by all appl'cable City age-des. III FILE NO: or granting of a permit based on I a. Oval of these a.'le 6hall not be construed t0 p' SHEET No. mit or aporove - N v�n;atlon of the applicable give le r ordinance. No pc,rnit presumed to glue orlty to violate or cancel the provisions of such shall be valid. rr� MECHANICAL SECOND FLOOR PLAN MECHANICAL FIR57 FLOOR PLAN 7 111i VA,•I'C OGALG:W•1'C S OUTDOOR CONDENSING UNIT SCHEDULE INDOOR FURNACE SCHEDULE KEY N®TES 0) MK. NO. NOM MANUFACTURER DESCRIPTION COOLING MBH ELEC.REQUIREMENTS SEER OP.WT. MK.NO. WON. MANUFACTURER DESCRIPTION NOM. EXT. HTG.ME4H ELECTRICAL AFUE OP.WT. I. ADD CHASE CO TONS 8 MODEL# TOTAL SENS. MCA VOLT PH MOCP CBS. TONS 8 MODEL tt CFM S.P. IN OUT TYPE LOAD VOLT PH MCCP i CBS. EA. 2. ENLARGE CHASE (�, I,w--. CU-I 3 BRYANT#561CJ-036 OUTDOOR CONDEN51NG UNIT 33.8 25.8 21.4 20B/230 I 30 10.0 145 F-1 3 BRYANT a310JAV036070 HORIZ.Gas fURNACE 1125 0.60 63 51 H.P. 1/3 II5 1 15 80.0 120 �+� CU-2 3 BRYANT#561CJ-036 OUTDOOR CONDENSING UNIT 33.8 25.8 21.4 208/230 I 30 10.0 145 3. DROP CEILING AS NECESSARY F-2 3 BRYANT tt310JAV036070 HORIZ.GAS FURNACE I125 0.60 63 51 H.P. I/3 115 I 15 80.0 120 � ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, N015E REDUCTION SYSTEM, INNER BLOWER DOOR, 4. FIELD VERIFY CONDENSER � CV COOLING MBH BASED ON cS DEG.F CADE,8 0DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD HOT SURFACE INGNITION,DRAFT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY,WW-MED-HIGH FAN SWITCH. LOCATION ;0 5. ALL SHEET METAL CANS LOCATED IN WALLS SHALL -J BE SEALED AND/OR = ro Q CONSTRUCTED TO PREVENT (� COOLING COIL SCHEDULE NOISE CAUSE BY THERMAL /�\ � NOM MANUFACTURER AIR COOLING CAP.MBH OP.WT. ♦/�\V =W M MK. N0. TONS 8 MODEL# DESCRIPTION CFM ,p TOTAL SENSIBLE CBS. EA. REMARKS 6. VERIFY PRL/5EC. COND. DRAIN \V J W CC-1 3 BRYANT #CK3BA036 CASED HORIZ. DX COOLING COIL 1125 0.27 33.8 25.8 46 LINE WITH BUILDER CC-2 3 BRYANT#CK38AO36 CASED HORIZ. DX COOLING COIL 1125 0,27 33.5 25.8 46 7. DUCT UP TO ROOF CAP Z NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY 8 SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, GU 8. DUCT TO WALL CAP Cc 0 Q_ SENSIBLE COOLING CAPACITIES BASED UPON 60' F EDB, 65' EWB 8 45• LEAVING SATURATED TEMPERATURE 4 cl. DUCT TO ABOVE ��/ 00(n O 10. DUCT TO BELOW O 0 M =U J J. II. DUCT UP FROM BELOW 12. DRYER DUCT UP TO ROOF CAP Gm . ..._. ..1 .. -. . .._........... . .......-{. ___. ---_- -__.___. ..... ..___ .__-i�.:- -:T--� y �`f-_ �::. -- t.- -. ._f.- - 9i 13. DRYER DUCT TO WALL CAP S _ I4. TYPE °B"VENT THRU ROOF }_ �. j-__ r y..,. i __-� _. - ._ ___ r,{ ..�_ r CS-2 _ _ _ TO W ATHER GAP DUCT I 1 CS-2 Iprm\ �I r+ \ - f_ �_ I' `�I ti00k. m �r _ _-.-- --�_ 15. RANGE RAF CAP FROM OD I1 III -- RANGE O HA I. Zj J, 16. CAP FROM RANGE HOOD UNDERFLOOR L I 71 m ' 11 �- 17. DUCT UNDER fL00R tl , 16. DIRECT VENT THRU WALL TO WALL CAP Ill. TYPE "B" VENT UP TO ABOVE 6 CS-3 EIP 12 cfm 145 cfm 20. TYPE "B'VENT UP 8212 DOWN � f III li I I m L 7 -\� J 212 c m q m� i it \,� 1 i' J! 1 CLIENT CHANGES 11.14, II-18-04 I I � I i11 KIT 1 . �- --�- .� .. 1 1 I SUBMITTAL SET S.A. q-8-04 --__ 9 m I 1.::-- _.r DESCRIPTION DATE I - ! 1I __..__-. -. ..__ - ...__ 44 __... ..__._..._._ 1 __. _. _ L.._� I I I \ j A"m SHEET TITLE: T y -- Jl m -� - 4 MECHANICAL FLOOR PLAN - -- -- - o' 2 m I z. T PLAN 3 4Ai JJJ G _IIJ �oI�t �1z"m 7216 fm J I BRIARGLIFF LAKE EL5INORE,GA -- ..._..� II J I 1 2 T �;.7 , 1 CS-3 1 135 c m 12„m - -.._ m III I y sC5-3 'm LU .. �� 224 cm � em I em 0 T 2m ,ACCE55 t z' 7 - _-- Z co - - PLATFORM 14" I -____,i. s°' .:=,RACE '.. 4 5 o v IB m ° ° e"m _ - � 1.q 14 �' � I � f• � � � GARAGE VOLUME- 3,825 GU.FT. � � m 10 14 _:@ -_'_m _- ,. ;� L__.-. 50,000 BTUH X 50 CU. FT./1,000 STUN b m 2 J -- ----- JI -T___-- 2,500 CU. FT. MINIMUM VOLUME Q s 14�E l x -��._ -T  a tL N O 0O 6 y q3 cfm }I 1 2001 CALIF. PLUMBING SECT. 5072 n FOR ORDINARY TIGHTNESS, ENCLOSURE III e Z E O N II T t CS 3 m CS-3 I �- i i' VOLUME GREATER THAN OR EQUAL TO min n'1 -- - y III- _ - --- MINIMUM VOLUME. N 702Rcfm _,_y_! EF "m 7 36 cFm THEREFORE, O COMB. AIR DUCTS REQUIRED. ® a O c,_D 3 RE N "� �ASN-� 1 (♦ `\ LU LU 79 6E:.Olti -L_ 21WS fm 1 I q m . ._... STAMP:�. i OFESSI W. RUSSELL,C, KING .2 No. 028952 •�-, J I E.P. 6-30-06 MECHANICAL •�P ------------------ frgrf 4F col 3 pRAY01 By: M.W. DANCE DESIOWED BY: R.K. FOa PE S�OCIA-FES,INC I SCOT,FAZEK::,:, APPROVED BY: R.K. DATE 7 � -L 2 ce to the be d for ad thorizatlon Is Pbles�d to ssie d 9APermd pendln9 DATE: II-IB-04 g 0 - L u c bva by a,l PPI cabs C ty ytnd es a based On FILE NO: _ -- ___-_. mit J ,;�'I noiPbe construed to suance or plZ °? (cable SHEET No. MECHANICAL SECOND FLOOR PLAN MECHANICAL FIRST FLOOR PLAN ""'.r°aPPepV. d'Y °a:m presumed po 91vs p �oJas or ordinance. No rov slops of such zf EcnLe•yam•.ro• x.tie,y�'•r4' a,ithority to violate or cancel the P •V codes shall be valid. E s KEY NOTE-5 OUTDOOR CONDENSING UNIT SCHEDULE m NOM MANUFACTURER COOLING MBH ELEC.REQUIREMENTS SEER OP.WT. I. ADD CHASE `A MK. NO. DESCRIPTION V) TONS ; MODEL :1 TOTAL SENS. MCA VOLT PH MOCP LB5. 2. ENLARGE CHASE W CU-1 3 1 BRYANT #561CJ-036 OUTDOOR CONDENSING UNIT 1 33.8 1 25.8 1 21.4 208/230 1 1 1 30 1 10.0 1 145 3. DROP CEILING AS NECESSARY CU-2 3& 1 BRYANT ft561CJ-042 OUTDOOR CONDENSING UNIT 1 40.5 1 2c.5 1 27.0 1 206/230 40 _10.0 150 <} ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 4. FIELD VERIFY CONDENSER N COOLING MBH BASED ON q5 DEG.F DADS 6 67 DEG.F ENS.PROVIDE W/CONCRETE HOUSEKEEPING PAD (XATION O ALL SHEET METAL CANS ® �0 LOCATED IN WALLS SHALL J BE SEALED AND/OR m Q CONSTRUCTED TO PREVENT N015E CAUSE BY THERMAL �{\ W N EXPANSION �i/ =w i M COOLING COIL SCHEDULE 6. VERIFY PRL/SEC. COND. DRAIN 4L/, LINE WITH BUILDER _J W Ln NON. MANUFACTURER AIR COOLING GAP.MBH OP.WT. MK.NO. DESCRIPTION CfM REMARKS 7. DUCT UP TO ROOF CAP z TONS ; MODEL tt /vP TOTAL SENSIBLE CBS. EA. L �z d. CC-I 3 BRYANT #CK3BAO36 CASED IHORIZ. DX COOLING COIL 1125 0.27 33.8 25.8 46 8. DUCT TO WALL CAP O Q CC-2 4 BRYANT UCK3BA048 I CASED HORIZ. DX COOLING COIL 1610 0.25 46.0 33.5 51 Cu q. DUCT TO ABOVE 00 O NOTES: EMB055ED CASE, CONDENSATE DRAIN PAN, PRIMARY; SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, 00 L SENSIBLE COOLING CAPACITIES BASED UPON 80' F EDE, 65' EWB;45' LEAVING SATURATED TEMPERATURE 111. DUCT TO BELOW p�� II. DUCT UP FROM BELOW 12. DRYER DUCT UP TO ROOF CAP 13. DRYER DUCT TO WALL CAP INDOOR FURNACE SCHEDULE 4. TYPE "B" VENT THRU ROOF TO WEATHER CAP _ MK.NO. NON. MANUFACTURER DESCRIPTION NOM.I EXT. I HTG.MBH ELECTRICAL AFUE OP.WT. 15. DUCT TO ROOF CAP FROM TONS 6 MODEL ri CFM S.P. IN OUT TYPE LOAD VOLT PN MOCP R LB5. EA. 4 4 RANGE NCbD F-I 3 BRYANT#310JAV036070 HORIZ.GAS FURNACE 1 1125 1 0.60 1 63 1 51 1 N.P. 1 1/3 115 1 IS 1 W.0 120 16. DUCT TO WALL CAP FROM F-2 4 BRYANT u310JAV04W90 HORIZ.GAS FURNACE 1 1610 10.60 1 64 1 63 I H.P. 1 1/2 115 1 15 1 W.0 145 GU GU "' RANGE HOOD ALL FURNACE5 SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, LEI D 1 .: 1 17. DUCT UNDER FLOOR HOT SURFACE INGNITION, DRAFT SAFEGUARD, 20 YEAR HEAT EXCHANGER WARRANTY, LOW-MED-NIGH FAN SWITCH. _ 18. DIRECT VENT THRU WALL _ __{ - _..._ _ TO WALL CAP J _ _: __ i CS 2 155 c m t Iq. TYPE "B" It UP TO ABOVE 20. TYPE "B" VENT UP DOWN i I _ ir7T'cm i 75 2 EF K DRAFTING CHANGES M.W. I-7-05 7 E 5 ,. CR-I T l� tl I CLIENT CHANGES M.W. II-18-04 .... c m I m ..C5�3 SUBMITTAL.SET S.A. q-8-04 DESCRIPTION Iq5 cfm Rev. ON DATE 9 m m e::m 55 m No. s A r A I 9:: T HEEMECHANICAL FLOOR PLAN SHEET PLAN 4 \i 7 PROJECT: r m 6RIARGLIFF e LAKE ELSINORE,CA W5_I � a 4 - k 4 14 ' ¢ 12'm C5-3 1 ul r. 5 m y �J K S•i0" O Y O a � j _ � III.. J j fF .S�� GAG 47m 0 a (L a ., 1 y r� a, q m :,m a"m o'm, Q 4 t m q z o N / ( 7 m _ �3 i li 3, �i', 0 ,. I I 1 WR-I q::m CR'I q m �t EF I �I� 5 5 c m P 1 W 6Fm} r , / w � " n I i - - a _ � 10"m � _ �BEcG - � I. R 0 JD ,t� RUSSELL'•;!c 0 c m Iq4 cfm y CS 3 Lj' I 1 64 c m c�'~ rn 8 C5 2 I 253 cfm ,I ! * Exp. 6-30-06.-* :MEcw,NlcnL,:.� J I III fgIFOF CAL\E�� ------ - � I '_9 DRAWN BY: M.W. -�•- A bUANCE 9 OF Pc II .��000 DE51 N Y:_ r 6 ED B R.K. K ii II i SCOTT FAZE R.K. wedDto7adherenc� APPROVED R K dnan ce. Authorization If 1, ola codes a o rmlt Pa^ - -t VCD BY ssue a DATE: II 18 04 all aPPI cable Gity agencies. 1_ �Proval by f a erm based on FILE NO: _._.____.... ._._._.___ ..._._._._. .__......._. J the t ^ tP It - -�-�-`' ------ ----- -- n9 0 o be construed to -"-'-- _l ante or 9 ry a'eP'-.l ofaPP?pVe Pa v h alR°n �,the aPPlicabls r'NoPa resumed t.such SHEET No. �ooes or ordinance. .visions of FLAN 4 - SECOND FLOOR HV AC FLAN 4 - FIRST FLOOR HV AC utnorlty to violate or cancel the pr codes shall be valid. EKG.VA'.I'-0' f3GALl.1�4'.P.O. L 2