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Home My WebLink About TR 29637_ 03-00000106. 03-00000107. 03-00000108 (3){ A ' C GRADING NOTES: 1. ALL WORK SHALL BE DOHS IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 M0 862 MO APPLICABE STMOAROS AND SPECIFICATIONS AND LATEST EDITION OF THE U.B.C., APK DIX GRAFTER 33. 2. A PERMIT SHAH. BE OBTAINED FROM THE DGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY C RATION 3. THE DEVELOPER AND /OR CONTRACTOR SHALL NDTIFY ALL UTILITY OOPANIES NO U.S.A. ALERT (1- 800 - 422-4133) 48 HAM PRIOR TO GRADING 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEIIRDNG DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS 5. OUST SHALL BE CONiROLLED BY WATERING OR OTHER METHODS APPROVED BY 71E CITY ENGINEER I 6. CUT SLOPES 94ALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. UNLESS OTHERWISE NPPTOVED, No SWILL BE SHOWN ON THE PLAN 7. FILL SLOPES SHALL BE NO STFEPfJR THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON THE PLAN. AND SHALL MDT HAVE LESS THAN 90W RELATIVE MWACTION OUT TO THE FENIISHED SURFACE 8. FiLLS SHALL BE COMPACTED THHI OUlGROUT TO A MINIMUM COMPACTION OF 90 RELATIVE TO THE MAXIMUM OtY DENSITY AS DETiRMINED BY THE MODIFIED FIVE LAYER AS PER THE ASTM STANDARD 01567 -78 TEST METHOD 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, NO INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. ND FILL SWILL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER 11. FINISH GRADE SWILL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT MDT LESS THAN 1/2' PER FOOT FOR A MP'IMUM OF 3'. THEN 1Z (MINIMUM) TO FLOWLINE OF EARTH SWALE 12. MINIMUM BUILDINNG PAD AND DRAINAGE SWALE SLOPE SHALL BE 12 IF CUT OR FILL SLOPE IS LESS THAN 10', AND 22 IF Q)T OR FILL IS G€ATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIK M OF 0.5' DEEP AND OU678 M A MINIMUM NF 2' FROM THE TOP OF CUT OR FILL SLOPE'S 13. PROVIDE 5' WIDE BY 1' HIGH pEN OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH 14. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALD G TOP OF CUT SLOPES 15. NO OBSTRCTIO4 OF FLOOD PLAINS OR NATURAL WATER COARSE SHALL BE KNITTHD t 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION EEWIREAENTS (SUDIVISIONS) AND EXPANSIVE CWRACTFRISTICS OF THE SOIL 17. OWING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER NO A FiNAL COMPACTION Now BY A SOILS ENGINEER SHALL. BE SUBMITTED TO THE BUILDING NO ENGINEERING DEPARTMENTS PRIOR TO ISSiIA CE OF BUILDING PERMITS 18. THE SOILS ENGINEERING I NVEST I GAT I ON BATED SENT 13. 2001, PREPARED BY SID GEOTECHNICAL., INC. SHALL BE CONSIOEftED PART OF THIS GRADING PLM 19. A REGISI CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CIRTIFICATIN OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT AROUND SURFACE IS REA U0, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN 2D. ALL PROPERTY WWERS SHALL BE afA L.Y DELINEATED IN THE FIELD PRIOR TO ONIEN,f)EM OF ANY OONSTF ICTIOW GRADING 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SWILL BE SUBMITTED BY A SOILS ENGINEERR TO THE BUILDING AND EdGINEERING DEPARTMENTS FOR GUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ME FOOT 23. iF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT MUST BE CLEARED, KOED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISI SOILS ENGINEER PRIOR TO PLACEWNT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REWIRED TO BY MEirED AND Woo 24. THE SOIL ENGINEER 900 INSPECT THE CONSTRUCTION IN THE Fa1OWING STAMESc A. UPON COMPLETION OF CLEARING MO DURING EXCAVATION AND BEFORE BACK FILL OF ALLWIAL. COLLUVIAL NO iER1*ED AREAS AND ANY SUBSTRUCTURE B. DURING ALL ROUBi GRADING NO OPERATIONS INCLUDING PRE- COPACTION, BENCHING AND FILLING OPERATIONS C. "ING INSTALLATION OF BUTTRESS AHD CANYON SUIMINS AND FILTER MATERIAL 0. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED OUTING OONSI RUCTION 25. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA iCE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED tEi0n COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO WOAD COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON CENTER COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 1I7H BACK FLOW PREVENTION DEVICES PER U.P.C. 26. APPROVED PROTECTIVE MEASURES NO TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE WADING PROJECT 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHILL BE IN PLACE AT THE END OF EACH DAY'S WOW( 28. ALL'WORK SHALL. CONFORM TO THE CITY AND STATE CONSTRUCTIONS SAFETY OCEIN 29. THE LOCATIONS AND PROTECTION FOR ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE 30. IUD APPROVED SET OF GRADING PLANS SWIM. BE ON THE JOB SITE AT ALL TIMES 31. SANITARY FACILITIES SHM.L BE MAINTAINED'ON THE SITE FROM BEGINNING TO WMT'I.ETION OF GRADING OPERA ON 32. ALL SLOPES SHALL BE PLANTED APO IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SWILL BE IN ACCORDANCE WITH ORDINApa N0. 882 PRIOR M THE APPROVAL OF FINAL INSPECTION E 33. My CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESFPCNSIBH.E FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECiLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHHED PAD. PRIOR TO ROM GUIDE APPROVAL 35. APPROXIMATE DATE OF. BEGINNING OPERATION; MARCH 1, 2003 COMPLETION: MARCH 1, 2004 NO ROCK OR OTHER IFRkDl1CIBLE MATERIAL WITH A MAXIMUM DIMENSION MTER THAN 3' WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES. UNLESS THE LOCATIONS. MATERIALS. NO DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES NO OBTAIN INSPECTION AFORE APPROVAL GRADING FLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE AFR OVED BY THE BUILDING OEPARTKNT THiS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (WDES) PERMIT M REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCIARGES. WOES PERMIT NUMBER: • DATE PEiMMIT ISSJER CA 8 335319543 DECEMBER 04, 2002 UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1 -800- 227 -2600 , « Note A 3' X 7' CRETE PAD SHALL BE PROVIDED ADJACENT TO DWELLING, BEHIND THE REAR YARD ,,FENCING FOR TRASH BARRELS. Note ALL RETAINING WALLS SHALL MATCH THE INTERIOR SPLIT FACE WALLS IN COLOR AND STYLE. 4 Note LOTS 22, 23, 36, 37, AND 44 HAVE ADDITIONAL ARCHITECTURAL ENHANCEMENTS •r Precise.,; Grading Plan for. Tract /\10. 29637 Pro)'ect Site TRACT ND. 29637 NU/1ING DEER RDMD MOUNTAIN NTAIN STREET I� I� L I � I / / �lAE' LAKE ELSINORE Vicinity Map NOT TO SCALE I I � Notice I � BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS.-QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM 04CEMENT OF WORK. I \ 1 I 1 . I I ' I � I � I � I � I I Utilities ELSINORE VALLEY MUNICIPAL S SOUTHERN CALIFORNIA WATER DISTRICT E EDISON COMPANY 31315 Chaney Street 2 26100 MENIFEE ROAD P.O. Box 3000 R ROMOLAND, CA 92380 Lake Elsinore, CA. 92531 ( (909) 943 -8252 (909)674 -3146 VERIZON S SOUTHERN CALIFORNIA 110 EAST 3RD STREET G GAS COMPANY PERRIS, CA 92370 ( (909) 369 -4582 (909) 657 -1388 Legend I, BOUNDARY L I NE CENTERLINE CURB AND GUTTER 44 GRADE BREAK ---- - - - - -- SAWCUT LINE EDGE OF PAVEMENT RETAINING WALL I-9 ° EXISTING WALL DIRECTION OF FLOW •- 100 EXISTING GROUND CONTOUR DRAINAGE SWALE ,mil --S- EXISTING SEWER --,r EXISTING WATER TOP OF SLOPE I n d ex Ma 2:1 SLOPE RATIO TOE OF SLOPE Private Engineer's Notes To Contractor. ~ 1 1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE 013TAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED.TO TAKE'DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS.'THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND' RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS) AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF . WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR -THE ENGINEER..:. UNAUTHORIZED CHANGES 11, USESP THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE SCALE: 1'=60' wAU VARIES VARIES 00.00TC _ PROPOSED ELEVATION 5' MN. s MIN. WALL 00.00 TC )- EXISTING ELEVATION 1 3' MIN. . 3' MIN 00.00 T FUTURE ELEVATION EXTRA DEPTH 0.9% PROPOSED GRADE FOOTING VARIES z ' z FWNWIED FLOOR PPROVED ALONG SWALE g g m � � HOUSE /GARAM �0' 9X� EXISTING (MADE A NUANCE 6 ��„° mF4 m7 �S I b FOR PERM1i is.- N �18*m0 w PROPOSED STORM DRAIN P Fp�.EMS & ASSOCIATE5, INC. SCOTT 0 o EXISTING STORM DRAIN DATE to t11 ° O PROPOSED MANHOLE adherence a v PAD BY have been revie`f•'Pd for Autt)orization i ° STD. FOOTING DEPTH l 1 EXISTING MANHOLE laces ordinance. er�nit pendin •These p Codes ac�n v ° 12' I -STORY applccable a l�,,ilding p 18' 2 -STORY "�' PROPOSED CATCH BASIN r Pnted to iss i ,Gencies 7' MN. y v hereby 9 licanic C',tY ` STANDARD FOOTING SEE ARCHITECTS PLAN all app a e r m it c a s e a. DEPTH PER 3 MN. AT HP EXISTING CATCH BASIN approval by of ARCHITECTS PLANS r an t i r; �� h �: � �� n st r u F o PROPOSED FIRE HYDRANT issu<"LnGe °r 9�ta,•,; ale P°t,t tY,c a pli` TYPICAL SEPARATE The of these 1 �,;t,on � � EXISTING FIRE HYDRANT aH`Proval Approve �F :rn�,it c7�, s.. �.rmit of C, �,, si`;',` ,,.f SiDEYARD DETAIL ® 3' x 7• TRASH PAD to violate :r CA „k t. tht `j,trtprity i N.T.S. ® 3' X 3' AIR CONDITIONING PAD r�`t�s Si}.II he valid. LEGAL DESCRIPTION: BASIS OF BEARINGS: PREPARED LWER THE S X ERV I S I ON OF: o , 1 � � ' THESE R.C.E. PLANS HAVE BEEN INED MID THHEY ARE IN ACCORDANCE WITH THE CONDITIONS OF DEVELOFPIrENT, CITY ORDINANCE, AND STATE NO. C55955 OF CALIFORNIA LAWS. AND A PERMIT TO CONSTRUCT MAY BE ISSUED. Exp. 12/31/04 CIVIL ' MARK REVISIONS IAPPR I DATE DESIGNED BY -DRAWN BY •(NECKED BY Abbreviations BVC BEGIN VERTICAL CURVE BW BACK OF WALK EG EXISTING GROUND EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GF GARAGE FINISH FLOOR W- HEIGHT OF RETAINING HP HIGH POINT INV INVERT LP LOW POINT MVC MIDDLE VERTICAL CURVE PAD PAD ELEVATION TB TOP OF AC BERM TC TOP OF CURB TD TOP OF DRAIN TF TOP OF FOOTING TW TOP OF WALL MH MAN HOLE JS .JUNCTION STRUCTURE PCC PORTLAND CONCRETE CEMENT AC ASPHALTIC CONCRETE STA STATION ( ) EXISTING ITEM [ ] FUTURE ITEM (PP) EXISTING POWERPOLE City of Lake Elsinore SHEET IN THE COUNTY OF RIVERSIDE, CALIFORNIA d,. for Precise Grading Plan 'HEINK.vil j oFsHTS . d 04 - SMVW Pic , I.AND rLAN M G Tract No. 29637 FILE No. a 42346 RIO NEW SUITE "L" TEMECULA CA 92590 909.296.9234 909. 296 .9201 FAX 1 4201 P"I" 7co R m 1 1,06 TH:S NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS _ ._ N 2 Q Q Aj u� 0 N ti CD a TOP OF SLOPE I n d ex Ma 2:1 SLOPE RATIO TOE OF SLOPE Private Engineer's Notes To Contractor. ~ 1 1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE 013TAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED.TO TAKE'DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS.'THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND' RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS) AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF . WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR -THE ENGINEER..:. UNAUTHORIZED CHANGES 11, USESP THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE SCALE: 1'=60' wAU VARIES VARIES 00.00TC _ PROPOSED ELEVATION 5' MN. s MIN. WALL 00.00 TC )- EXISTING ELEVATION 1 3' MIN. . 3' MIN 00.00 T FUTURE ELEVATION EXTRA DEPTH 0.9% PROPOSED GRADE FOOTING VARIES z ' z FWNWIED FLOOR PPROVED ALONG SWALE g g m � � HOUSE /GARAM �0' 9X� EXISTING (MADE A NUANCE 6 ��„° mF4 m7 �S I b FOR PERM1i is.- N �18*m0 w PROPOSED STORM DRAIN P Fp�.EMS & ASSOCIATE5, INC. SCOTT 0 o EXISTING STORM DRAIN DATE to t11 ° O PROPOSED MANHOLE adherence a v PAD BY have been revie`f•'Pd for Autt)orization i ° STD. FOOTING DEPTH l 1 EXISTING MANHOLE laces ordinance. er�nit pendin •These p Codes ac�n v ° 12' I -STORY applccable a l�,,ilding p 18' 2 -STORY "�' PROPOSED CATCH BASIN r Pnted to iss i ,Gencies 7' MN. y v hereby 9 licanic C',tY ` STANDARD FOOTING SEE ARCHITECTS PLAN all app a e r m it c a s e a. DEPTH PER 3 MN. AT HP EXISTING CATCH BASIN approval by of ARCHITECTS PLANS r an t i r; �� h �: � �� n st r u F o PROPOSED FIRE HYDRANT issu<"LnGe °r 9�ta,•,; ale P°t,t tY,c a pli` TYPICAL SEPARATE The of these 1 �,;t,on � � EXISTING FIRE HYDRANT aH`Proval Approve �F :rn�,it c7�, s.. �.rmit of C, �,, si`;',` ,,.f SiDEYARD DETAIL ® 3' x 7• TRASH PAD to violate :r CA „k t. tht `j,trtprity i N.T.S. ® 3' X 3' AIR CONDITIONING PAD r�`t�s Si}.II he valid. LEGAL DESCRIPTION: BASIS OF BEARINGS: PREPARED LWER THE S X ERV I S I ON OF: o , 1 � � ' THESE R.C.E. PLANS HAVE BEEN INED MID THHEY ARE IN ACCORDANCE WITH THE CONDITIONS OF DEVELOFPIrENT, CITY ORDINANCE, AND STATE NO. C55955 OF CALIFORNIA LAWS. AND A PERMIT TO CONSTRUCT MAY BE ISSUED. Exp. 12/31/04 CIVIL ' MARK REVISIONS IAPPR I DATE DESIGNED BY -DRAWN BY •(NECKED BY Abbreviations BVC BEGIN VERTICAL CURVE BW BACK OF WALK EG EXISTING GROUND EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GF GARAGE FINISH FLOOR W- HEIGHT OF RETAINING HP HIGH POINT INV INVERT LP LOW POINT MVC MIDDLE VERTICAL CURVE PAD PAD ELEVATION TB TOP OF AC BERM TC TOP OF CURB TD TOP OF DRAIN TF TOP OF FOOTING TW TOP OF WALL MH MAN HOLE JS .JUNCTION STRUCTURE PCC PORTLAND CONCRETE CEMENT AC ASPHALTIC CONCRETE STA STATION ( ) EXISTING ITEM [ ] FUTURE ITEM (PP) EXISTING POWERPOLE City of Lake Elsinore SHEET IN THE COUNTY OF RIVERSIDE, CALIFORNIA d,. for Precise Grading Plan 'HEINK.vil j oFsHTS . d 04 - SMVW Pic , I.AND rLAN M G Tract No. 29637 FILE No. a 42346 RIO NEW SUITE "L" TEMECULA CA 92590 909.296.9234 909. 296 .9201 FAX 1 4201 P"I" 7co R m 1 1,06 TH:S NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS _ ._ N 2 Q Q Aj u� 0 N ti CD a Private Engineer's Notes To Contractor. ~ 1 1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE 013TAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED.TO TAKE'DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS.'THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND' RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS) AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF . WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR -THE ENGINEER..:. UNAUTHORIZED CHANGES 11, USESP THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE SCALE: 1'=60' wAU VARIES VARIES 00.00TC _ PROPOSED ELEVATION 5' MN. s MIN. WALL 00.00 TC )- EXISTING ELEVATION 1 3' MIN. . 3' MIN 00.00 T FUTURE ELEVATION EXTRA DEPTH 0.9% PROPOSED GRADE FOOTING VARIES z ' z FWNWIED FLOOR PPROVED ALONG SWALE g g m � � HOUSE /GARAM �0' 9X� EXISTING (MADE A NUANCE 6 ��„° mF4 m7 �S I b FOR PERM1i is.- N �18*m0 w PROPOSED STORM DRAIN P Fp�.EMS & ASSOCIATE5, INC. SCOTT 0 o EXISTING STORM DRAIN DATE to t11 ° O PROPOSED MANHOLE adherence a v PAD BY have been revie`f•'Pd for Autt)orization i ° STD. FOOTING DEPTH l 1 EXISTING MANHOLE laces ordinance. er�nit pendin •These p Codes ac�n v ° 12' I -STORY applccable a l�,,ilding p 18' 2 -STORY "�' PROPOSED CATCH BASIN r Pnted to iss i ,Gencies 7' MN. y v hereby 9 licanic C',tY ` STANDARD FOOTING SEE ARCHITECTS PLAN all app a e r m it c a s e a. DEPTH PER 3 MN. AT HP EXISTING CATCH BASIN approval by of ARCHITECTS PLANS r an t i r; �� h �: � �� n st r u F o PROPOSED FIRE HYDRANT issu<"LnGe °r 9�ta,•,; ale P°t,t tY,c a pli` TYPICAL SEPARATE The of these 1 �,;t,on � � EXISTING FIRE HYDRANT aH`Proval Approve �F :rn�,it c7�, s.. �.rmit of C, �,, si`;',` ,,.f SiDEYARD DETAIL ® 3' x 7• TRASH PAD to violate :r CA „k t. tht `j,trtprity i N.T.S. ® 3' X 3' AIR CONDITIONING PAD r�`t�s Si}.II he valid. LEGAL DESCRIPTION: BASIS OF BEARINGS: PREPARED LWER THE S X ERV I S I ON OF: o , 1 � � ' THESE R.C.E. PLANS HAVE BEEN INED MID THHEY ARE IN ACCORDANCE WITH THE CONDITIONS OF DEVELOFPIrENT, CITY ORDINANCE, AND STATE NO. C55955 OF CALIFORNIA LAWS. AND A PERMIT TO CONSTRUCT MAY BE ISSUED. Exp. 12/31/04 CIVIL ' MARK REVISIONS IAPPR I DATE DESIGNED BY -DRAWN BY •(NECKED BY Abbreviations BVC BEGIN VERTICAL CURVE BW BACK OF WALK EG EXISTING GROUND EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GF GARAGE FINISH FLOOR W- HEIGHT OF RETAINING HP HIGH POINT INV INVERT LP LOW POINT MVC MIDDLE VERTICAL CURVE PAD PAD ELEVATION TB TOP OF AC BERM TC TOP OF CURB TD TOP OF DRAIN TF TOP OF FOOTING TW TOP OF WALL MH MAN HOLE JS .JUNCTION STRUCTURE PCC PORTLAND CONCRETE CEMENT AC ASPHALTIC CONCRETE STA STATION ( ) EXISTING ITEM [ ] FUTURE ITEM (PP) EXISTING POWERPOLE City of Lake Elsinore SHEET IN THE COUNTY OF RIVERSIDE, CALIFORNIA d,. for Precise Grading Plan 'HEINK.vil j oFsHTS . d 04 - SMVW Pic , I.AND rLAN M G Tract No. 29637 FILE No. a 42346 RIO NEW SUITE "L" TEMECULA CA 92590 909.296.9234 909. 296 .9201 FAX 1 4201 P"I" 7co R m 1 1,06 TH:S NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS _ ._ N 2 Q Q Aj u� 0 N ti CD a City of Lake Elsinore SHEET IN THE COUNTY OF RIVERSIDE, CALIFORNIA d,. for Precise Grading Plan 'HEINK.vil j oFsHTS . d 04 - SMVW Pic , I.AND rLAN M G Tract No. 29637 FILE No. a 42346 RIO NEW SUITE "L" TEMECULA CA 92590 909.296.9234 909. 296 .9201 FAX 1 4201 P"I" 7co R m 1 1,06 TH:S NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS _ ._ N 2 Q Q Aj u� 0 N ti CD a 0 20 40 .0 GRAPHIC SCALE .X i 1.:.. a Ca UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1- 800 - 227 -2600 WING DAYS BEFORE YOU DIG 4 C 0 20 40 .0 GRAPHIC SCALE .X i 1.:.. a Ca UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1- 800 - 227 -2600 WING DAYS BEFORE YOU DIG 4 r ARCHITECTURAL ENHANCEMENTS ARCHITECTURAL ENHANCEMENTS MARK Ktv151U1VJ RrrR UNIG / C DES I Gt�D BY • E • •DRAWN BY R • L. V • CHECKED BY R. E. N. ARCHITECTURAL e+%NCE ENTS PER ARCHITECTURAL PLANS m t : n i a b n v n 0 ti ti O 4 4 r ARCHITECTURAL ENHANCEMENTS ARCHITECTURAL ENHANCEMENTS MARK Ktv151U1VJ RrrR UNIG / C DES I Gt�D BY • E • •DRAWN BY R • L. V • CHECKED BY R. E. N. ARCHITECTURAL e+%NCE ENTS PER ARCHITECTURAL PLANS m t : n i a b n v n 0 ti ti O m . M , atchline See Sheet 2 r r. ONE?-, r. irm i rE M0,11 14"Fl- .% vv n ,57 1. ♦ 'd W-00.0 g •10 '• i4u J. IN NOR r. on-l" � wN * NE 0 -, Me, I pga 1. kl F 23.671 44 2. 9 15' Ftm fA LOT n" OT11- PAD-2�`,T J. l 22.83' �7L r. ti rff LS L�4 4 OWL -T 00. 99 5.7% - 104.00 . r 1_1A 9 Tai rc • tD ee 21.83' 1b, K 8.8 WT Ox, 8 KAN AA rwwz.v A n i�, 12.8n 15- 17' 20.66• V, ok r 3.4% is 1% 1 ILJ 99 -104.00' 100. 4D % 11 in p4wA jfdq �M�M - W C �g ow gg g V, V.. K. .g. g 3g, ✓ ?rrT it f� , ww% WWI. v w- ox qAF isit WIN,* . R_ m pg Mmvig" g". i•"'/ oalw W41- : ?' s. ;. }i:r.•• ""MIENWRK" .......... �?Aka msw • Nal N.R.E. 1. Amm W.. .1a WE - -- --- Mk 0 N!"Im vv X ME & a -w_d1ve%% NNW ". - -e x Npj%�. -" 'w mp, *-§, — .. w. ME N. .: • Y r. R......: m%on N _! M§. • gn wm on; pX - . m , , • MR, N ✓:Y *IV K •—.7 nsm w _8 •. N gx I mv N; I w mn- .......... Xe K*1 u MR imp; • % X ® YA '��di.� 'q.<'. .4• r r .✓`' r.:,y Y S •� <O:•. r..•• tiY? : �. rt • 1'rr,}.� 4T� v<: fir: " , y • � < �fi,;:; < {..r•' ®� � � :.;.;.� yr ,.,v,•;: ,r -••• �; {'r,'{• }; ------------ ti al e II WE w OMAN i-w- -DATE:-2TfTM3 R.C.E. G559bb-4d!E_- 12./31/04 -EY ARE I N ACCORDANCE THESE PLANS HAVE WEN EXAM I il� b T1 7 0 20 40 WITH THE CONDITIONS OF DEVELOPMENT- CITY ORDINANCE, AND STATE OF CALIFORNIA LAWS. AND A PERMIT TO CONSIX)CT MAY BE ISSUED- MARK REVISIONS APPI AWN BY K.L.V.. rKFD 6Y f GRAPHIC SCALE I- MOND 0 UNNt-LL K.C.E.-29907-- DESIGNED By R. L. V I. .of A N n C, ts 11 L3 kA N U w i- CL L A (Xi LAKE ELSINORE, CALIFORNIA - TRACT NO. 296371 PROJECT DATA I OWNER/ CORMAN LEIGH COMMUNITIES DEVELOPER: 42346 RIO NEDO, STE. 'L' TEMECULA, CA 92590 (409) 296 -5011 ARCHITECT: WILKINSON ASSOCIATES GENERAL NOTES 11500 RED HILL AVE., STE 140 PLAN IRVINE, CA 92614 I. (949) 852 -85% STRUCTURAL STRUCTURES WEST ENGINEER: 3430 E. FLAMINGO, STE. 240 GENERAL LAS VEGAS, NV 89121 T24.1 (811) 951 -3202 TITLE 24 RICK MAURER CONSULTANT 1544 SADDLEHILL TRAIL ORANGE, CA 9281.9 (114) 111 -1501 CODE: 1991 UNIFORM BUILDING CODE OCCUPANCY: R -3 /U -I CONSTRUCTION: TYPE V -N TABULATIONS: PLAN HOUSE GARAGE PORCH PLAN 2 HOUSE GARAGE PLAN HOUSE GARAGE PORCH 2002 S.F. 591 S.F. 13 S.F. 2141 S.F. 114 S.F. 2452 S.F. 4 1 S.F. 29 S.F. GENERAL NOTES GENERAL NOTES LOT PLAN ADDRESS I. ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL COMPLY WITH 1991 GN -2 GENERAL NOTES GN -3 GENERAL UNIFORM BUILDING CODE, 1991 UNIFORM PLUMBING AND MECHANICAL CODE$ T24.1 TITLE 24 � T24.2 TITLE 24 1996 NATIONAL ELECTRICAL CODE, CITY OF YUCAIPA CODE 3 315r 14491 RUNNING DEER ROAD FLOOR PLAN AND LOCAL ORDINANCES AND INSPECTIONS. 4 2A I4499 RUNNING DEER ROAD ELEVATION IB 1.4 PLAN I - ELEVATION IC 1.5 PLAN I - 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE. 5 ICr IL501 RUNNING DEER ROAD FLOOR PLAN ALL INCONSISTENCIES SHALL BE BROUGHT TO THE DEVELOPER'S AND PLAN 2 - ELEVATION 2A - 3 CAR 2.3.1 PLAN 2 - ELEVATION 2B - 3 CAR ARCHIECT'S ATTENTION IMMEDIATELY. '32 IA 14501 CARIBOU STREET SECTIONS t ROOF PLANS 2. to PLAN 2 - UTILITY PLAN 3.1 PLAN 3 - 3. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT 31 3Br I4499 CARIBOU STREET ELEVATION 3A - 3 CAR TO THE OWNER /DEVELOPER'S AND ARCHITECT'S ATTENTION IMMEDIATELY. 30 IC I6491 CARIBOU STREET 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER L IB 14502 CARIBOU STREET ELEVATION 3C - 3 CAR SCALE DIMENSIONS. 1 2Cr 14498 CARIBOU STREET 5. ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS SHALL INTERIOR ELEVATIONS 4.2 INTERIOR ELEVATIONS CONFORM TO THE PROJECT SOILS REPORT. 8 3A I4501 CARIBOU STREET PLAN I - FOUNDATION PLAN 9 IB 14494 CARIBOU STREET 6 ALL GLAZING SHALL CONFORM TO CHAPTER 54 OF THE UNIFORM BUILDING S2.1 PLAN 2 - ROOF FRAMING E SHEAR S2.1BC PLAN 2 - CODE. 10 3Cr 28998 BAYBERRY DRIVE PLAN 3 - ROOF FRAMING It SHEAR SNJ STRUCTURAL NOTES SDI STRUCTURAL DETAILS 1. WASTE /VENT PIPING - SCHED. 40 ABS PLASTIC (except in fire rated walls, we it 3B 28994 BAYBERRY DRIVE construction notes), WATER SUPPLY - 'WHIRSBO' AQUAPLEX PIPING. WHERE COPPER IS REQUIRED USE EXTRA THICK WALL COPPER. PROVIDE PTR VALVE 12 2Cr 28994 BAYBERRY DRIVE4 = ON WATER HEATER. EXTEND DRAIN LINE TO THE EXTERIOR. PER CODE, 13 IA 28992 BAYBERRY DRIVE e• WOOD FRAME CONSTRUCTION, ALL BASE PLATES SHALL BE PRESSURE TREATED (WOLMANIZED). SEE FRAMING PLANS FOR ADDITIONAL NOTES. 14 2B 28900 BAYBERRY DRIVE 15 IC 28989 BAYBERRY DRIVE 9. PREFABRICATED TRUSSES SHALL BE DESIGNED AND CONSTRUCTED BY 3 MANUFACTURER TO SUPPORT THE LOADS AND ACCORDING TO THE DMATERIALSDFOR IERRECTION 14, 3Ar I4495 ANTELOPE STREET APPURTENANCES ND ANCHORAGES, BRIDGING, CROSS BRACING AND SPLICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S TYPICAL DETAILS WHEN NOT SHOWN OTHERWISE ON THE DRAWINGS. ALL MATERIALS AS OUTLINED ABOVE SHALL BE FURNISHED BY THE MANUFACTURER MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS OF PROPOSED MATERIALS AND DETAILS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THE TRUSSES. DESIGN CALCULATIONS SHALL BE STAMPED AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. T -I TITLE SHEET COA CONDITIONS OF APPROVAL GN -I GENERAL NOTES GN -2 GENERAL NOTES GN -3 GENERAL NOTES T24.1 TITLE 24 � T24.2 TITLE 24 o SCH DOOR, WINDOW E FINISH SCHEDULES 1.1 PLAN I - FLOOR PLAN 1.2 PLAN I - ELEVATION IA 1.3 PLAN I - ELEVATION IB 1.4 PLAN I - ELEVATION IC 1.5 PLAN I - SECTIONS t ROOF PLANS I.1. PLAN I - UTILITY PLAN 2.1 PLAN 2 - FLOOR PLAN 2.2.1 PLAN 2 - ELEVATION 2A - 3 CAR 2.3.1 PLAN 2 - ELEVATION 2B - 3 CAR 2.4.1 PLAN 2 - ELEVATION 2C - 3 CAR 2.5 PLAN 2 - SECTIONS t ROOF PLANS 2. to PLAN 2 - UTILITY PLAN 3.1 PLAN 3 - FLOOR PLAN 3.2 PLAN 3 - ELEVATION 3A 3.2.1 PLAN 3 - ELEVATION 3A - 3 CAR 3.3 PLAN 3 - ELEVATION 3B 3.3.1 PLAN 3 - ELEVATION 3B - 3 CAR 3.4 PLAN 3 - ELEVATION 3C 3.4.1 PLAN 3 - ELEVATION 3C - 3 CAR 3.5 PLAN 3 - SECTIONS t ROOF PLANS 3.6 PLAN 3 - UTILITY PLAN 4.1 INTERIOR ELEVATIONS 4.2 INTERIOR ELEVATIONS 0-1 ARCHITECTURAL DETAILS 0-2 ARCHITECTURAL DETAILS S1.0 PLAN I - FOUNDATION PLAN S1.1 PLAN I - ROOF FRAMING t SHEAR S2.0 PLAN 2 - FOUNDATION PLAN S2.1 PLAN 2 - ROOF FRAMING E SHEAR S2.1BC PLAN 2 - Bt C ROOF FRAMING S3.0 PLAN 3 - FOUNDATION PLAN S3.1 PLAN 3 - ROOF FRAMING It SHEAR SNJ STRUCTURAL NOTES SDI STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS F' SSLIANCr SCOTT r - r "AS & ASSOCIAI ES, INC. F�Y 1 _ - -- DATE a , h 7 for adherence to the ' r 'E'i,v �- f 'f,3'ice. Authorization is granted t sje a bu,ldin .i)oroval by all appl ble C.I a,, , 9 Permit pending y �,�ncies. rhP issuance or ., g•a. tino of a permit based on 'c -,oval of these Mans p rany violation not be theoappucable pe ,nii or a Drcv codes or ord nan e. No authority to violate or cancpelrthe provisions of such codes shall be valid. Da- lol' ---�> 106 MIT# IINI NJ,P, 6ER ACCOMPANY ALL INS- ECTiONAL REQUESTS REV,SICN DATE BY BLDG, DEFT 2/5/03 CHECKED DATE SCALE dOB NO. 2123 SHEET T 1 W Z C Z W�J OLU` _ J 4 t- Qo�� Z U m Qn zWUOD Y WNZO J d) N 'r A � o L o LA r ��S�U ARCy /T �G v � DENNIS L. INSON C -9829 N. 07 -31 -03 �Q TF OF C AL�F w_ 11. � Z � :3 W O ~ n �[ r: 53 N O 0 0) T- o z UQ� NT- U1 :3 o w ul z v W Q N � v- O U J J U F TWO - O'n ~?inwOz w <tg w U3<WZ wJOFp= <UOFO m�'nUUO'�W�uQii J1 > >awaLLOO�nQ wUE:<OjOdYUO aW�QaQO=UOwNO IU wFaSUwii DzVa3S %NNN~ Q��p► -Op z=V� <�Y ry O iow-��w3 O wz DOH Da »N <azE0U i 'w') Iwo .n "I Uap~QO ` Op =oVWZWLLQOO U UU wd=woOomz N wW�w *JwwNWaO Q QprvW�70=��z °Q � Za�w��pwU4z i a =w�or- aa�oua y a�7NWU�wi�W�O wwaON =wFZ�U a wa? wwwwr = .<Ni> �wOa =0=Op Wi FU7Q3� <w:)w04 CHECKED DATE SCALE dOB NO. 2123 SHEET T 1 CONDITIONS OF APPROVAL FOR RESIDENTIAL PROJECT NO R 2002 -09 CORMAN LEIGH COMMUI�'JTIES TRACT NO. 29637 CONDITIONS OF APPROVAL FOR RESIDENTIAL PROJECT NO, R 2002 -09 CQRMAN LEIGH COMMUNITIES, TRACT NO. 29637 PLANNING DIVISION (Note: I'ru litter in the Conditions of Approval arr the bsrt rrtimakr availablr at the time of appmva� The exact fee amounts mill be mvieved at the time of building permit ircuance and may be rrvi :ed) L. Design Review approval for Residential Project No. R 2002 -09 will lapse and be void unless a building permit is issued within one (1) year of the approval date. The Community Development Director may grant an extension of time for up to one (1) year prior to the expiration of the initial Design Review. An application for a time extension and required fee shall be submitted a minimum of one (1) month prior to the expiration date. 2. All site improvements shall be constructed as indicated on the approved site plan and building elevations. Revisions to the approved site plan or building elevations shall be subject to approval of the Community Development Director or designee. 3. Materials and colors depicted on the materials board shall be used unless modified by the Applicant and approved by the Community Development Director or designee. 4. Applicant shall provide a flat concrete pad a minimum of 3'- 0" by 7- 0" adjacent to the dwelling, behind the rear yard fencing. The storage pad shall conceal the trash barrels from public view. 5. The applicant shall revise Phase 1 plotting to include a minimum of three Plan 2's. The same plan shall not be constructed directly across or adjacent to one another. 6. Applicant is to meet all applicable City Codes and Ordinances. 7. Applicant shall meet all ADA (Ametican with Disabilities Act) requirements 8. All signage shall be reviewed and approved by the Cominuaity Development Director or Designee. 9. A cash bond of $1,000.00 shall be required for any Temporary Sales Trailer. The bond will be released after removal of the Temporary Sales Trailer and subject to the approval of the Community Development Director or Designee. 10. A cash bond of $1,000.00 shall be required for the Model Home Complex. This bond is to guarantee removal of the temporary fencing material, parking lot, ctc, place on site for the Complex. The bond will be released after removal of this material and restoration of the site subject to the approval of the Community Development Director or Designee. Page 1 of 5 Planning Commission Approved � CONDITIONS OF APPROVAL FOR RESIDENTIAL PROJECT NO. R 2002 -09, CORMAN LEIGH COMMUNITIES. TRACT NO, 29637 11. A cash bond of $1,000.00 shall be required for the garage conversion of the Model. Bonds will be released after removal of all temporary material and restoration of the site subject to the approval of the Community Development Director or Designee. 12. A cash bond of $1,000.00 shall be required for any construction trailers used during construction Bonds will be released after removal of trailers subject to the approval of the Community Development Director or Designee. 13. The project shall connect to sewer and meet all requirements of the Elsinore Valley Municipal Water District ( EVMWD). Applicant shall submit water and sewer plans to the EVMWD and shall incorporate all district conditions and standards. 14. The design and construction of the project shall meet Riverside County Fire Department standards for fire protection. 15. Garages shall be constructed to provide a minimum of nine- feet - six- inches by nineteen- feet --six- inches (9' -6" x 19' -6') of interior clear space for two cars for a total interior clear space of nineteen- feet -six inches by nineteen- feet - six- inches (19' -6" X 19' -6 "). 16. A 6 foot high City standard wood fence shall be required at the rear and sides of lots that are not designated as view lots, or arc not located on corners or on the perimetcr of the project. These requirements are pursuant to Section 17.14.130 of the LEMC. All wood fencing shall be weather coated prior to final approval. 17. All comer lots shall have a 6 foot high split face block wall constructed along the cast, north and west property lines. The fence return to the residence shall also be 6' high split face block wall per Section 17.14.080 (Fences and Walls) and Section 17.14.130 of the LEMC. The split face block wall shall continue around to the rear when lots are plotted with a side /rear configuration. All walls are required to be coated with anti - graffiti paint. Pilasters shall be required at lot lines. The wall and pilaster design shall be subject to the approval of the Community Development Director or designee. 18. All fence returns shall be six foot split face block wall. 19. All retaining walls shall match the interior split face walls in color and style. 20. Fences located in any front yard shall not exceed thirty-six inches (36 ") in height with the exception that wrought -iron fences that may be five feet (5) in height. Chain link fences shall be prohibited. Page 2 of 5 Planning Commission Approved 1- -x1-03 21. The builditg addresses shall be a minimum of four inches (4 ") high and shall be easily visible from the public right -of -way. Developer shall obtain street addresses for all project lots prior to issuance of building permits. The addresses (in numerals at least four inches (4" high) shall be displayed near the entrance and be visible from the front of the unit. 22. Surrounds are required around all windows of both fast and second story windows. Additional architectural enhancements shall be provided on Lots 22, 23, 36, 37 and 44 per the plans provided. A Precise Grading Plan shall indicate the location of these additional enhancements. 23. The applicant shall comply with Chapter 17.78, Noise Control, of the LEMC. In addition, construction shall be limited to the hours of 7 am to 5 pm, Monday through Saturday. No construction shall be allowed on Sunday or Legal Holidays. Prior to Issuance of Building /Grading Permits 24. The applicant shall provide a Grading Plan showing the off -site slopes and submit a recorded casement for these slopes from the adjacent property owners or provide a Grading Plan that shows retaining walls or other solutions prior to obtaining Grading Permits. 25. The applicant shall prepare a Fencing Plan in compliance with the fencing requirement found in the LEMC. Thos may be submitted by phase. Each phases fencing plan shall be approved prior to the release of building permits for that phase. 26. Prior to issuance of any precise grading permits or building pcxtrnits, the applicant shall sign and complete an "Acknowledgment of Conditions" and shall return the executed original to the Community Development Department for inclusion in the case records. 27. Prior to Building Permits the Construction Supervisor shall meet with the Planning Division to review the Conditions of Approval 28. These Conditions of Approval shall be reproduced upon Page One of the Building Plans prior to the issuance of building permits. 29. Landscaping Plans and Irrigation Details for the Model Home Complex, Typical Front Yard Plans and a Cost Estimate for the Model Home Complex shall be submitted for review and approval by the City's Landscape Architect Consultant and the Community Development Director or designee prior to building permits. A Landscape Plan Check Fee and Inspection Fee shall be paid for the entire project at the time of submittal 30. Applicant shall pay school fees to the Lake Elsinore Unified School District prior to issuance of Building permits. Page 3 of 5 Pl si iinv. Commission Approved CONDITIONS OF APPROVAL. FQR RESIDENTIAL PROJECT NO. R 2002 -09, CORMAN LEIGH COMMUNITIES, TRACT NO. 29637 31. All mechanical and electrical equipment on the building shall be ground mounted. All outdoor around or wall mounted utility equipment shall be consolidated in a central location and architecturally screened along with substantial Landscaping, subject to the approval of the Community Development Director, prior to issuance of building pernxits. If the equipment is placed behind the fencing, landscaping will not be required. Air conditioning and related equipment located in side yards shall maintain a minimum of 3 feet of unobstructed, leveled clearance between the equipment and the adjacent property line. 32. Applicant shall comply with all requirements of the City's Grading Ordinance. Construction generated dust and erosion shall be mitigated in accordance with the provisions of Municipal Code, Chapter 15.72 and using accepted techniques. Interim erosion control measures shall be provided thirty (30) days after the site's rough grading, as approved by the City Engineer. .Prior to Final Approval 33. The applicant shall meet all Conditions of Approval prior to final approval and release of utilities. 34. All front yards and the side yards on comer lots shall be properly landscaped and irrigated with an automatic underground irrigation system to provide 100% plant and grass coverage using a combination of drip and conventional irrigation methods. a) The applicant shall plant street trees to match existing street trees a maximum of thirty feet (30� apart and at least twenty- four -inch (24 ") box in size. b) Planting within fifteen feet (15� of ingress /egress points shall be no higher than rhirty- six- inches (36 "). C) The landscape plan shall provide for ground cover, shrubs, and trees and meet all requirements of the City's adopted Landscape Guidelines. Special attention to the use of Xeriscape or drought resistant plantings with combination drip irrigation system to be used to prevent excessive watering. d) All landscape improvements for the Model Home Complex shall be bonded for labor and materials for 2 years prior to final approval of the Model Home Complex. A paper bond shall be acceptable. e) All landscaping and irrigation shall be installed within an affected portion of any phase at the time a Certificate of Occupancy is requested for any building. f) Final landscape plan must be consistent with approved site plan. Page 4 of 5 Panning Commission Approved 1-a -� Via CONDITIONS OF APPROVAL FOR RESIDENTIAL PROJECT NO R 2002 -09, CORMAN LEIGH COMMUNITIES TRACT NO 29637 35. All exposed slopes in excess of three feet in height within the subject tract and within private lots shall have permanent irrigation system and erosion control vegcta.tion installed, as approved by the Landscape Architect and Planning Division, prior to issuance of certificate of occupancy. 36. A plan submitted for the off -site slopes shall be reviewed and approved by the Landscape Architect prior to final approval for Phase 2. A two year bond for the proposed landscape improvements shall be required prior to final approval for Phase 2. 37. Prior to final approval of Phase 2 a sign shall be placed at the end of Redwood Drive stating that this is a "stub not a cul -do -sac" and will continue. ENGINEERING DIVISION 38. Residential project 82002 -09 will be required to meet all applicable conditions of approval for Tract No. 29637 at the appropriate development phase. 39. All Public Works applicable requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) prior to building permit. 40. When the model complet puking lot is removed, the A.C. pavement shall be taken to a recycling center not a landfill. 41. Applicant has to pay a traffic mitigation fee of $52,668 and a drainage fee of $52,650. 42. Roof and yard drains will not be allowed to outlet through cuts in the street curb. 43. Applicant shall obtain approval from Santa Ana Regional Water Quality Control Board for their storm water pollution prevention plan including approval of erosion control for the grading plan prior to issuance of grading permits. The applicant shall provide a SWPPP for post construction which describes BMFs that will be implemented for the development and including maintenance responsibilities. 44. Drainage from the site shall be conveyed to a public facility or accepted by adjacent property owners by a letter of drainage acceptance from the downstream property owners for outletting the proposed storm water run -off onto private property or conveyed to a drainage easement. Pugc 5 of 5 Planning Commission Approved l- ►-o} N 1 E C -T . "� 'E KA 6, 7a �l 'vii \1 i J, it I 1 E, D A I t OF AJthr o Z ?t'on IS d to iss.,e a , Ild.ng permit pending �l �� ai aG pllcat:!e C = =ity agencies. ^c? or grantlna of a permit based on se pans s�,ail not be. construed to e any lane � of the applicable r)ermit presumed to gave ~ t� to violate or cancei the provisions of such 1 _,pc chal': t'`P Va1,d. / -1 INIS r; B E R P,' C'Cj Nei ALL INSPECTIONAL REQ REVS :ON DF.TE d7 W CHECKED .► z W�J Od) UJ C Q ONLn a- a° Q a ` b -� < t~ V _ T W V _ amo U _ z Nr Ge u j o' SHEET o� O r ARC T \O v DENNIS W C -9829 REN. 07 -31 -03 �Q OF C AL�FO� Ui ° UJ fW- cr 5 tV P- (3) cr o Z vo0 d) T W - N � lu U1 o �[ Q� W F- O U Q , Q W �U3< �Or �� ~zNNZw <WZ O U3 W,p�g = <UIF� !<L :3W .6000Wa,<nz A {L. ��oCWLL,rOOa< �r< W 111110- O-JIVU0 <WUad<z010Wtw.iz xU wF U9 1@,n nzV <3=10 W,6 OF <W► -OF-00 z?01 u- N 0' Ov w=W _jF-Z9 °o W�o�co�F�YWNm� O C1 :r 4-0 0woz a &<U00 F Z;ix go Z < OQIVWF N��oO U00(�z OU _ 'n WWLL10E- �wwo WW -wo < <OrvwoozF_ z0< Q zn 0 =aow��< �WUOw Z <, -uQa -a Z aver "Jcoi~ <F-ow -= O Wa�QN�wzZ►-1yO a =nwm - r�azr U wawwa`�F o =o= =O�NWzwOrx „k�AWN CHECKED DATE SCALE JOB NO. 2123 Y SHEET o� SECTION 1A - GENERAL REQUIREMENTS 1. All work shall comply with applicable state, county and city ordinances and the 1997 edition of the Uniform Building Code. 2. Permits The general building permit and plan check shall be secured and paid for by the Owner. All other permits shall be secured and paid for by the Subcontractor directly responsible. 3. Substitution No substitutions shall be made without the prior written approval of the Owner. 4. Chances The Owner may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly. 5. Named Products Wilkinson Associates makes no guarantee for products identified by trade name or manufacturer. 6. Scope All trades shall furnish all labor, equipment, materials and perform all work necessary, indicated, reasonably inferred or required by any code with jurisdiction to complete their scope of work for a complete and proper finished job. 7. Lines and levels The Contractor shall be responsible for the accuracy of the building lines and levels. The Contractor shall compare carefully the lines and levels shown on the drawings with existing levels for the location and construction of the work and shag call the Architect's attention to any discrepancies before proceeding with the work. 8. Cutting and Patching All trades shall do their own cutting, fitting, patching, etc., to make the several parts come together properly and fit it to receive or be received by work of other trades. 9. Clean -up All trades shall, at all times, keep the premises free from accumulation of waste materials or rubbish caused by their work. At the completion of the work remove all rubbish, tools, scaffolding, surplus materials and leave the job in a broom clean condition. SECTION 2A - EARTHWORK 1. Scope NOTES FOR ADDITIONAL REQUIREMENTS. A. The Contractor shall take all necessary measures to SECTION 8D WARDROBE DOORS (MIRROR) fully protect adjacent properties. B. The work consists of furnishing all labor, equipment, 1. Scope materials and performing all operations necessary for Furnish and install all glass and glazing complete. all earthwork, including securing and paying for the grading permit. C. All site work, grading, cutting, filling, compaction, etc., Flatgtass Jobbers' Association "Glazing Manual" and shall conform to recommendations of the Soils Report ,�� . ;- Chapter 24-6f the U.B.C. Draw lines in sheet glass to be provided by the Owner. Any deviation from those horizontal. Glass to be cut with proper allowance for recommendations is the sole responsibility of the - - -- - expansion and contraction. Contractor. 2. Excavations A. Excavations for footings shall be made to the width, at all exterior walls. Batts shall be securely installed length and depth required. Finish with level bottoms. B. Excavations shall be kept free of standing water. C. Where excavations are made to depth greater than UBC 1505.3 indicated, such additional depth shall be filled with B. All doors and windows shall be insulated with � concrete as specified for footings. 3. Fill and Backfill A. Fill materials shall be free from debris, vegetable Flatglass Jobbers' Association "Glazing Manual" and matter and other foreign substances. B. Backfilling for trenches shall be compacted to 90 horizontal. Glass to be cut with proper allowance for percent density. C. Backfill for pipe trenches shall be compacted on both sides of pipe in six inch layers. D. All trades shall backfill own trenches, unless otherwise directed. SECTION 3A - CONCRETE 1. Scope Furnish, install, and finish concrete work complete, including grading under slabs, plastic membrane, form work, reinforcing, etc,, and placement of bolts and inserts supplied by other trades. 2. Materials A. Refer to Structural General Notes. SECTION 4A - MASONRY 1. Scope Furnish and install all masonry work complete, including masonry veneer and masonry reinforcing. 2. Materials A. Masonry units: (1) Per Owners Specs.. B. Reinforcing steel: ASTM A615 -40. C. Tie wire: ASTM A82,16 gauge; black annealed. D. Water: Clean, fresh, suitable for domestic purposes. E. Portland cement: ASTM C150, Type 1. F. Sand- ASTM C144. G. Lime: Hydrated - ASTM C207, Type S. H. Cement mortar: One part cement; 3 parts (maximum) mortar sand; 1/4 part minimum, 1/2 part maximum hydrated lime. All parts by volume. I. Grout: One part cement to 3 parts sand. Add water to produce consistency for pouring without separation. 3. Workmanship A. Masonry shall comply with U.B.C. Chapter 21. B. Masonry veneer shall comply with U.B.C. Chapter 14 and section 1403. C. Work shall be plumb, level, and true to line. D. Reinforcing shall be accurately placed and held in position top and bottom. E. Masonry veneer over grout. K -lath waterproof mesh with 22 ga. G. 1. clips at 12" 0. C. vertical dimension and 16" O.C. horizontal dimension. SECTION 5A - ORNAMENTAL AND MISCELLANEOUS METAL 1. Scope Furnish all metal gates, railings, supports, angles, plates, attachments, bolts, lag bolts, welding, shop priming and include installation as required to complete work. 2. Materials See attachments. 3. Work by Others Furnish and install all carpentry work complete. 4. Welds Welds shall be ground smooth, all weld spatter removed and comply with the specifications of the "American Welding Society ". SECTION 6A - CARPENTRY 1. Scope Furnish and install all carpentry work complete. 2. Grad in A. Lumber: W.C.L.A. "Standard Grading and Dressing Rules for West Coast Lumber" #16. 3. Materials A. Sill plates: Pressure treated Douglas fir. B. Horizontal framing: Number 2 Douglas fir or as noted. Set all horizontal members with crown side up. Members 6 inches and wider, Number 1 Douglas fir. C. Vertical framing: Stud grade Douglas fir. D. Plywood shear walls: "Structural I" plywood. All edges blocked. E. Metal connectors: "Simpson Strong -tie" as manufactured by the Simpson Company, Brea, California, or as noted. Approved by the local building department. G. Fascia, wood trim and barge boards: Douglas fir, S4S as detailed. H. Building paper: 15 pound asphalt impregnated felt. I. Roof sheathing: Plywood - 1/2" thick, C -D exterior grade, at exposed eaves only. Use 112 inch thick CDX grade (P. 1. 24/0) for typical roof sheathing. J. Flooring: 518" C -D plugged plywood (P.I. 32116) with exterior glue and screwed. Provide blocking at ell edges or use approved floor sheathing. K All exoosed wood beams - Resawn. L. Door frames: Kiln dried vertical grain Douglas fir, "B" or better. Frames shall be set plumb, true, rigidly secured and protected during the course of construction. M. Door stops and casing: Clear pine of size detailed. All vertical and horizontal trim members shall be in longest practicable lengths. N. Wood trim. All interior trim - S4S. O. Shelving: Per Owner's spec. P. Wardrobe poles: 1 -3/8 inch diameter wood pole with braces at maximum 48 inches o.c. 0. Wood base (throughout)- Per Owner's spec.. 4. Framin A. Stud walls- U.B.C. Section 2320.11. All studs to have full bearing on plate. B. Blocking and bridging: (1) Stud walls: Per U.B.C. Section 2320.11. Note walls with continuous studs from bottom to top plate. (2) Joists and rafters. Per U.B.C. Section 2306 and 2320.8. and 2320.12 C. Headers: Per U.B.C. Section 2320.11 Set all headers with crown side up. D. Firestopping: Per U.B.C. Section 708. Provide fire blocking at floors, ceiling, coves and mid - height of walls over 10' -0" high. E. Beams: Per U.B.C. Section 2320.11. Set all beams with crown side up. F. Building paper: Per U.B.C. Section 1402 and 2506.4. G. All stud walls shall comply with Table No. 23 -IV -6 for size, height and spacing of wood studs. 5 Interior Finish Work A. All joints shall be tight, true and securely fastened. Corners shall be neatly mitered, butted or coped with nails set and surfaces free of tool marks. B. Wood work shall be accurately scribed to fit adjoining surfaces. C. All work shall be machined or hand - sanded, sharp edges and splinters removed; completely prepared for finish. D. Full length continuous boards shall be used wherever applicable or specifically noted. 6. Fitting and Hanging of Doors A. Each door shall be accurately cut, trimmed and fitted to its respective frame and hardware with due allowances for finishes. B. Clearance at cne top, lock and hanging stiles shall not exceed 118 inch. Clearance at the bottom shall be adjusted for finish floor covering scheduled, including carpeting. C, Lock stile edges shall be beveled. D. Doors shall operate freely, but not loosely, without sticking or binding. All hardware shall be properly adjusted and functioning. SECTION 61B - CABINETS 1. Sco e Furnish and install all cabinet work complete, including cabinet tops and splashes. 2. Standards All cabinets shall meet the requirements of Southern California Association of Cabinet Manufacturers. 3. Materials and Design A. Kitchen and linen: Per Owner's spec.. B. Bath: Per Owner's spec.. 4. Workmanship A. All joints shall be tight, true and securely fastened. Corners shall be mitered, butted or coped, nails set and surfaces (rye of tool marks. B. Use concealed fasteners where possible. C. All cabinet work scheduled for paint or stain finish shall be smoothly dressed and sanded. D. Install all work level, plumb and true. Scribe members accurately in place to fit adjoining surfaces. E. Cabinets scheduled for paint finishes shall be primed and back painted prior to installation. F. Plywood and particle board shall be edge banded on all exposed edges. 5. Counter Tons A. Kitchen: Per Owner's spec.. B. Baths: Ceramic tile. See Section 9E. C. Linen: Wood with finish to match cabinets. SECTION 7A - ROOFING (TILE) 1. Scoge Furnish and install roofing complete, including cant strips and incorporating other trades' flashing, sleeves and jacks. 2. Materials A. Tile: Flat or `S', Monier Tile extruded concrete tile install per I.C.B.O. Report No. ER2656, dated June 1, 2000 including "Wind Hazard Area" installation requirements. Weight= 1 035#/sq. Roof Valley flashing per recommendations of roof the manufacturer and as detailed in drawings. B. Wall flashing: At vertical walls, etc., as detailed and per roofing manufacturer's specifications. 3. Installation A. Install roofing and wall flashing per manufacturer's recommendations, carefully incorporating galvanized iron flashing, jacks, sleeves, roof drains, etc. supplied by others, installation by Monier Company certified roofing contractor. B. Roofing tile with open ends at eaves shall be capped to prevent bird nests or other material from lodging in the space between roofing tile and roof sheathing. C. Roofing tile roofs shall be firestopped at all eaves. SECTION 76 - SHEET METAL 1. S_ cope Furnish and install sheet metal work complete, including flashing, gravel stops, scuppers, saddles and miscellaneous vents. 2. Materials Except as noted: 26 gauge galvanized sheet steel minimum. 28 ga. galvanized sheet steel minimum at roof valley flashing. 3. Workmanship A. Work shall be accurately fabricated to detail and fitted to job conditions. B. Molded and brake - formed members shall be finished true and straight with sharp lines and angles. C. Lock seams flat and true to line, 1/2 inch wide, sweated full with solder. D. Sheet metal work shall be designed to provide complete weather tight and waterproof connections. E. All galvanized metal shall be shop primed with one coat of zinc dust -zinc oxide primer over all surfaces. F. Provide all necessary flashing for doors, windows, etc. 4. �ic Vents Attic louvers, dormer vents and eave vents, as manufactured by the Simpson Company or Owner approved equal. SECTION 8A - FINISH HARDWARE 1. Scope Furnish all finish hardware complete. Each unit shall be keyed separately. See "Security Notes ". 2. Type Schlage series. Design and entry door lockset as selected by Owner. 3. Style and Finish A. Baths: As selected by Owner. B. Passage: As selected by Owner. C. Entry door: As selected by Owner. D. Master bedroom: As selected by Owner. SECTION 813 - WOOD DOORS 1. Scope Furnish and deliver wood doors complete as scheduled. Finish hardware, installation and painting specified elsewhere. 2. Wood Doors A. Entry doors: 1 -314 inches thick, by. Designs as approved by Owner. B. Interior doors: 1 -318 inches thick hollow core, paint grade, hardboard veneer, as selected by Owner. C. Master Bedroom doors: 1 -3/8 inches thick solid core, hardboard veneer, as selected by Owner. D. Garage door: Sectional overhead type with finish material as indicated; include overhead hardware, slide bolt and lift handle E. Garage to house door solid core, 20 min. rated With self closer, tight fitting gaskets and a sweeper along the sill. F. Wardrobe doors: as selected by Owner. SECTION 8C - METAL WINDOWS 1. Scope Furnish and install all aluminum doors and windows complete as scheduled. 2. Materials and Workmanship A. Aluminum sliding doors: Comply with AAMA Spec. No. SGD -61, complete with aluminum screen; baked enamel finish. B. Aluminum sliding windows: Comply with AAMA Spec. No. HS -131, complete with aluminum screen; baked enamel finish. C, Single -hung windows: Comply with AAMA Spec. No. DH -B1, complete with aluminum screen; baked enamel finish. 3. Sizes As indicated on the drawings. 4. Installation Notes Nails are to be kept 3 inches from comers and installed every 16 inches. No bent or clinched nails are allowed at window frame. Avoid damaging window fin by keeping nails 1 t behind nail fin Install SECTION 7C - INSULATION - SEE ENERGY CONSERVATION in middle of fin. Install sea an sealant over the nailing flange after nailing is complete. NOTES FOR ADDITIONAL REQUIREMENTS. 1. Scope SECTION 8D WARDROBE DOORS (MIRROR) Furnish and install thermal and sound insulation complete. 1. Scope 2. Materials Furnish and install all glass and glazing complete. �. A. Thermal insulation: Fiberglass or mineral wool batts. See Sheet T -24, CF -1 R Forms for insulation sizes. 2. Standards Flatgtass Jobbers' Association "Glazing Manual" and 3. Installation ,�� . ;- Chapter 24-6f the U.B.C. Draw lines in sheet glass to be A. Thermal insulation: Install batts between joists at atl horizontal. Glass to be cut with proper allowance for ceiling areas exposed to roof or attic areas (including - - -- - expansion and contraction. any vertical wall areas separating living spaces from f..tvr eS `3 GLAZING - ALSO SEE ENERGY attics between ceilings and roof) and between studs CONSERVATION NOTES. at all exterior walls. Batts shall be securely installed �,+ and tightly fitted. A one inch minimum air space is �P �{ �. �`..„ ,,t r � : -j + °n - c ''" CQ `, requiredd between attic insulation and roof sheathing. ,, sP , �1��; ,e �)t the a,; UBC 1505.3 e ` ; Fi irhig giffdPt" A r, glass and glazing complete. B. All doors and windows shall be insulated with � iatE or c, -L e n.- vai d. Standards weather stripping completely around all openings. 2 Flatglass Jobbers' Association "Glazing Manual" and C. All m anufactured windows and doors are to be Chapter 54 of the U.B.C. Draw lines in sheet glass to be labeled as meeting ANSI standards for air infiltration. horizontal. Glass to be cut with proper allowance for expansion and contraction. D, Re- circulating hot water piping in attics, garages, crawl spaces or unheated spaaas shall be wrapped with insulation having a thermal resistance of R-6 or greater. o 'REVISION DATE BY �WAWN CHECKED DATE SCALE JOB NO. SHEET GN-1 A. Windows: Double strength "B" or better. B. Glass in hazardous areas shall be tempered glass, as defined: (1) Glazing, operable or inoperable adjacent to a door within the same wall plane as the door whose nearest vertical edge is within 12 inches of the door and whose bottom edge is less than 60 inches above the floor. (2) Glazing in fixed panels which have a glazed area in excess of 9 square feet and the lowest edge is less than 18 inches above the floor. C. Doors: Tempered glass. D. Mirrors: 1/4 inch polished plate. Size as indicated on drawings. E. Tub and shower enclosures: See Section 10A. F. Caulking compound: Gun applied non - hardening. SECTION 8F - WEATHERSTRIPPING AND THRESHOLDS - ALSO SEE ENERGY CONSERVATION NOTES. 1. Scope Furnish all weatherstripping and thresholds complete as indicated. 2. Materials A. Exterior doors shall be completely weatherstripped with Pemko No. 303 AV, or approved equal. B. Thresholds: Pemko No. 145A with concealed hook and drain pan, or approved equal. SECTION 9A - LATH AND PLASTER 1. Scope Furnish and install all plastering work complete, including grounds, screeds, casing and mill core. 2. Standards A. All plastering shall comply with Chapter 25 of the U.B.C. (Sections 2506 & 2508). B. Conform to applicable requirements of "Lathing and Plastering Reference Specifications" - California Lathing and Plastering Contractor's Association. 3. Exterior Plaster A. Walls: 3 coat application over 1 -1/4 inch galvanized wire mesh, 15 pound felt and wire backing or K -lath. Plaster shear walls require standard "Aqua -K- lath ", attached per requirements as set on framing plans. B. Water table: G. i. base screed at foundation as detailed. C. Finish coat: Integral color stucco, factory prepared mineral pigments, color and texture to be selected by Owner. D. Provide 2 layers of Grade D paper over shear walls. SECTION 9B - GYPSUM WALLBOARD 1. Scope Furnish and install all gypsum wallboard work complete. 2. Standards All work shall comply with Chapter 25 of U.B.C. 3. Materials A. Gypsum wallboard: (1) 1/2 inch thick typical. (2) 5/8 inch thick at ceilings w/ framing at 24 ". (3) 1/2 inch thick type "X" at garage ceiling. (4) 5/8 inch thick Type "X" at garage walls. (5) 1/2 inch thick water resistant at bathrooms and kitchens. B. Metal comer bead, casing and trim (galvanized): (1) Round - shaped trim at exposed edges as detailed. (2) Corner bead at external comers. C. Tape and compound: As recommended by gypsum board manufacturer. D. Nailing: Per Table 25 -C of the U.B.C., 1997 Edition and special nailing as indicated on the drawings. VVUI Knicii Ishl2 A. All joints in finished surfaces shall be taped and wood, shall be sanded perfectly smooth. Sanding finished with joint cement. Reinforce all corners. B. Provide metal trim at all exposed edges and external Hardware shall be masked or removed prior to corners. C. Trim shall be tight to wallboard edges, plumb, level Trim and other finish work shall be backpainted prior and true to plan and securely attached. D. Conceal exposed nail or screw heads with joint A. compound. E. Nails shall be annular ring (GWB -54) conforming to B. ASTM C380 -58T. The contractor, at his option, may use wallboard screw in lieu of nails. F. Protect all exposed wood beams, posts, etc. 5. Finishes A. Walls: A. 1. Typical living areas: Fine spray random spatter texture. B. 2. Kitchen, baths, laundry: Fine spray random spatter texture. C. 3. Garage: None. B. Ceilings: D. 1. Typical living areas: Fine spray random. 2. Kitchen, baths, laundry: Fine spray random spatter texture. 7. Interior Painting and Finishing 3. Garage: None. SECTION 9C - RESILIENT FLOORING 1. Scope Furnish and install all resilient flooring material complete as scheduled. 2. Materials A. Sheet vinyl: Patterns and colors as selected by Owner. B. Adhesives: As recommended by the manufacturer. 3. Workmanship A. Subfloors shall be clean, dust free and dry. B. Materials shall be applied per manufacturer's recommendations. SECTION 9E - TILE 1. Scope Furnish and install quarry and ceramic tile complete as indicated. 2. Materials Kitchen counter tops and bath wall tile: glazed ceramic tile, color and sizes as selected by Owner. 3. Installation A. Tile counter tops shall be set on mortar base as indicated by Ceramic Tile Institute, handbook for Ceramic Tile Installation, method #C611 -86. B. Tiled walls at tubs and showers shall be applied over 3/4" cement plaster and shall be 6-0" minimum height, #8412 -86. See interior elevations for location. SECTION 9F - PAINTING AND FINISHING 1. Scope Furnish all labor and materials to complete painting and finishing work including preparation of surfaces other than those that are factory primed. 2. Materials A. Submit list of materials and manufacturer for Owner approval. B. All materials shall be delivered to the site in sealed original manufacturer's containers. C. Paint: Per Owner's spec.. D. Stain: Per Owner's spec. 3. Colors Per Owner. 4. Preparation of Surfaces A. Surfaces shall be clean, dry and in suitable condition for finish specified. Remove all oil, grease, bond breaking agents, dust, mill scale and efflorescense. to Installation. b. l i d� -h,,,, wIC �s �l hi iU'lc; snail be itiieu, 6,11 ijeo SECTION 10A - TOILET AND BATH ACCESSORIES 1. Scope Furnish and install toilet and bath accessories complete and operable. 2. Bathroom and Toilet Accessories Roll paper holder, two towel bars and medicine cabinet in each bath. Medicine cabinet may occur in dressing area. Shower rod where indicated on plans. Finish per Owner's spec.. 3. Shower Enclosure Anodized aluminum frames and track with minimum 1/8" obscure tempered glass panels. Finish per Owner's spec. JC.Ir 11L A 6 VL f4L i 1. Scope Furnish and install fireplace complete and operable. 2. Equipment A. Fireplace and accessories as manufactured by "Heatilator' or Owner approved equal. U.L. Ansi standard 221.44 (1) Fireboxes: GCDC60 direct vent and GBST36 with outside combustion air kit. 3. Installation A. Firebox per manufacturer's requirements. B. Chimney assembly and cap per manufacturer's requirements. SECTION 11A - KITCHEN EQUIPMENT 1. Scope Furnish and install kitchen equipment complete and operable. 2. Equipment A. Range: 36 inch drop -in unit, gas. B. Range /Oven: 36 inch slide -in, gas C. Oven /microwave: 24 inch, electric. D. Dishwasher: As selected by Owner. E.. Exhaust hood and fan, vent to exterior with backdraft dampers. F. Garbage disposal: As selected by Owner. SECTION 15A - PLUMBING 1. Scope Furnish and install plumbing work complete and operable, including trenching and backfilling. Contractor to obtain and pay for all plumbing permits. 2. Calculations and Drawings Contractor to supply and submit to the Building Department load calculations and drawings for approval prior to commencing work. 3. Materials A. Waste and soil pipe: ABS plastic. B. Cleanouts: Acorn or approved equal. C. Domestic water piping: Type L copper tubing. Fitting - wrought copper or cast bronze. D. Gas piping: Schedule 40 black steel; banded black malleable iron screwed fittings. E. Dielectric isolators: Epco type FX, FB or GX dielectric unions. F. Vent piping: ABS plastic. G. Valves, stops, clocks: Chicago or approved equal. H. Roof flashing: 26 gauge G. I. I. Roof drain piping: Cast iron plastic piping required when concealed within a structure. Plastic drain lines not permitted in party walls. J. Fittings: As selected by Owner. Trap slip joint not to be used @ tubs & showers. K. Log lighters: Split cap type with removable valve key. L. Fixtures: (1) Toilets: Vitreous china Per Owner's spec.. Toilets and valves shall use no more than 1.6 Gal. /Flush. (2) Tub /Shower: American Standard, color as selected by Owner, or approved equal. 2.5 gpm shower head. (3) Ultra Tub: American Standard, as selected by Owner, or approved equal. 2.5 gpm faucet. (4) Shower: Tile, color and size as selected by Owner. 2.5 gpm shower head. (5) Lavatory: American Standard, color and model as selected by Owner, or approved equal. 2.5 gpm faucet. (6) Kitchen sink: "Commercial" 32" x 21" cast iron, porcelain finish as selected by Owner. 2.5 gpm faucet. i Water heater shall be provided with pressure temperature relief valve with drain to outside. Water heater w /non -rigid water connections to be strapped for lateral support. Approved by State of California. Provide anchor strap UPC 510.5. 4. Air Chambers A. Provide at lavatory water connections. Set vertically as close to fixture as possible. Individual chambers 18 inches long, one pipe size larger than branch to fixture. B. At each end of headers, air chambers shall be 36 inches long, one pipe size larger than header. 5. Installation A. Roughing -in shall be completed, tested and approved before closing -in with other work. B. Openings in pipes, drains and fittings shall be kept covered during construction. C. Provide clean outs at ends of all lines and where required by codes. D. Slope gas piping not less than 1 inch in 15 feet. E. Copper tubing shall be fully sweated to fittings. F. Black iron pipe joints shall be made with approved pipe thread compound. G. Provide shut -off valves at each fixture. H. Provide cold water line with shut off valve to refrigerator space. I. Isolate all piping from structure and at all penetrations with fiber padding and elastic caulking. J. Test plumbing, drainage and venting systems prior to Building department inspection. Locate and correct any leaks and retest as required. K. A backflow anti - siphon valve of an approved type shall be installed @ all exterior hose bibbs. UPC 603.3.7 L. Showers and tub shower combinations shall be provided with individual control valves of the pressure balance or the thermostatic type. UPC 420 2.5 GPM max. Anti -scald valves required. M. Underground ferrous gas piping shall be electrically isolated from the rest of the gas system with listed or approved isolation fittings installed a minimum of 6" above grade. UPC 1211.6 N. The required 18 guage trace wire for an underground non - metallic gas pipe must be yellow in color. UPC 1211.6 SECTION 15B - HEATING AND VENTILATING 1. Scope Furnish and install heating, ventilating system, complete and operable. Contractor to obtain and pay for all mechanical permits. 2. Standards A. Design system to operate according to best practices of the trade and conform to all governing agencies. System shall be thermostatically controlled and properly sized with regards to the State Energy Ordinance Standards. 3. Calculations and Drawings Contractor to supply and submit to the Building Department, load calculations and drawings for approval prior to commencing work. 4. Installation Compartment dimension shall have minimum 3" clear on sides and back - 6" minimum clear from front of equip to combustion air intake. 5. Combustion Air (F.A. U. ) A. Combustion air taken from outside: Provide 1 square inch for each 1,000 B. T. U. s, 50 percent at ceiling and 50 percent at floor.. Provide duct work as required. �. Combustion air taken from attic: Provide 1 square inch for each 1,000 B.T.U.S, 50 percent at ceiling and 50 percent at floor. Provide dudt wdrk-�as required, 26 ga. `G:I. screened sleeve extending 6 inches above t oJoists. Separate ducts for.f igh�and'low supply. ` 4 v ret n air)... rE �' iC 4t lB 6. Gircull�+n��I ( prov s cr s of such 2 square inches per 1,000 B.T.U.s per hour of fuel input. 7. Combustion Air (Water Heater) P�. i HIS NUMBER , ,CCU ALL INSPECTIONAL RE w �r :3 .c.. N L w V- > ;:; J F- Q QOM' a � � Q �r � � OD V I)5w", N wtz-� or �! Q 4 0 > O ,n r ..ARCy/ V T v DENNIS C -9829 EN. 07 -31 -03 �Q �F OF C A0FO� N W 1L in Z - � U1 O Lu F- Ln 0 U) o p Uo� o z � Cr IIJ O U O w W a- U1 Z W Q N ~ Q v O U -Jr) w °uu <�_ "JO)Pz„'A a ow to UJ WVr <0 jOxC1Q O <�r►= -OO Z9,3 "I J Z 0zsd =pDd�� n z� >.Yg ~04,19 9Z J w 9:04CID -0 t �Qigu��w� i � gym ~��m �( �soX �C►- z� w o �oan=i�oz�0<ZW li.l a4u�=� 4 <za Z �1 0 o4W O < =�jfjOb1X`NQ 4 J 2 ha'O 3 WaRWOCtq~W Z>- F oil 11 liq smooth and sealed. Wood surfaces, except resawn wood, shall be sanded perfectly smooth. Sanding CHECKED dust shall be completely removed. C. Hardware shall be masked or removed prior to painting. D. Trim and other finish work shall be backpainted prior to installation. 5. Workmanship A. Each coat shall be uniformly applied, well brushed out and free of brush marks, runs, sags or skips. B. Paint finishes shall be cut sharply to line. Protect adjacent surfaces. C. Mix and apply paint and stains in accordance with the manufacturer's instructions. 6. Exterior Painting and Finishing A. Exterior wood: including exposed beams and wood decking: 2 coats stain. B. Exterior wood: including deck rail, windows and trim: 1 coat primer and 2 coats enamel over. C. Exterior gates, etc.. 1 coat exterior enamel over primer. D. Exposed metal, including vent pipes, exhaust vents, grilles, etc., color shall match adjacent surface:1 coat exterior paint over primer. 7. Interior Painting and Finishing A. Ceilings and walls (except acoustical textured ceilings): (1) Typical living areas: One coat enamel sealer and one coat flat paint. (2) Kitchen, bathrooms, laundry: One coat enamel sealer and one coat satin -gloss enamel. (3) Garage: One coat flat vinyl sealer @ gypsum wallboard. B. Wardrobes, closets (except shelving): Finish as specified for adjoining room. C. Wood trim, windows, doors, frames, wood base, shelf cleats: One coat primer; one coat satin -gloss enamel. D. Hardwood cabinets (exterior and interior): Two coats sanding sealers and two coats spray lacquer sealer - stain. E. Paint grade cabinets (exterior and interior): Sealer and one coat satin -gloss enamel. F. Wood hand railings: 2 coats sealer- stain. G. Metal surfaces: Paint same as adjacent surface. H. Exposed resawn beams: 1 coat stain. I. Wallcovering @ tub & shower to be cement plaster tile or approved equal, 70" above drain, or as indicated on drawings. SECTION 9G - CAST MARBLE 1. Scope Furnish and install cast marble counter top with integral bowl. 2. Material A. Counter top: Gel coated marble counter top with integral bowl as selected by Owner. B. Color: As selected by Owner. SECTION 10A - TOILET AND BATH ACCESSORIES 1. Scope Furnish and install toilet and bath accessories complete and operable. 2. Bathroom and Toilet Accessories Roll paper holder, two towel bars and medicine cabinet in each bath. Medicine cabinet may occur in dressing area. Shower rod where indicated on plans. Finish per Owner's spec.. 3. Shower Enclosure Anodized aluminum frames and track with minimum 1/8" obscure tempered glass panels. Finish per Owner's spec. JC.Ir 11L A 6 VL f4L i 1. Scope Furnish and install fireplace complete and operable. 2. Equipment A. Fireplace and accessories as manufactured by "Heatilator' or Owner approved equal. U.L. Ansi standard 221.44 (1) Fireboxes: GCDC60 direct vent and GBST36 with outside combustion air kit. 3. Installation A. Firebox per manufacturer's requirements. B. Chimney assembly and cap per manufacturer's requirements. SECTION 11A - KITCHEN EQUIPMENT 1. Scope Furnish and install kitchen equipment complete and operable. 2. Equipment A. Range: 36 inch drop -in unit, gas. B. Range /Oven: 36 inch slide -in, gas C. Oven /microwave: 24 inch, electric. D. Dishwasher: As selected by Owner. E.. Exhaust hood and fan, vent to exterior with backdraft dampers. F. Garbage disposal: As selected by Owner. SECTION 15A - PLUMBING 1. Scope Furnish and install plumbing work complete and operable, including trenching and backfilling. Contractor to obtain and pay for all plumbing permits. 2. Calculations and Drawings Contractor to supply and submit to the Building Department load calculations and drawings for approval prior to commencing work. 3. Materials A. Waste and soil pipe: ABS plastic. B. Cleanouts: Acorn or approved equal. C. Domestic water piping: Type L copper tubing. Fitting - wrought copper or cast bronze. D. Gas piping: Schedule 40 black steel; banded black malleable iron screwed fittings. E. Dielectric isolators: Epco type FX, FB or GX dielectric unions. F. Vent piping: ABS plastic. G. Valves, stops, clocks: Chicago or approved equal. H. Roof flashing: 26 gauge G. I. I. Roof drain piping: Cast iron plastic piping required when concealed within a structure. Plastic drain lines not permitted in party walls. J. Fittings: As selected by Owner. Trap slip joint not to be used @ tubs & showers. K. Log lighters: Split cap type with removable valve key. L. Fixtures: (1) Toilets: Vitreous china Per Owner's spec.. Toilets and valves shall use no more than 1.6 Gal. /Flush. (2) Tub /Shower: American Standard, color as selected by Owner, or approved equal. 2.5 gpm shower head. (3) Ultra Tub: American Standard, as selected by Owner, or approved equal. 2.5 gpm faucet. (4) Shower: Tile, color and size as selected by Owner. 2.5 gpm shower head. (5) Lavatory: American Standard, color and model as selected by Owner, or approved equal. 2.5 gpm faucet. (6) Kitchen sink: "Commercial" 32" x 21" cast iron, porcelain finish as selected by Owner. 2.5 gpm faucet. i Water heater shall be provided with pressure temperature relief valve with drain to outside. Water heater w /non -rigid water connections to be strapped for lateral support. Approved by State of California. Provide anchor strap UPC 510.5. 4. Air Chambers A. Provide at lavatory water connections. Set vertically as close to fixture as possible. Individual chambers 18 inches long, one pipe size larger than branch to fixture. B. At each end of headers, air chambers shall be 36 inches long, one pipe size larger than header. 5. Installation A. Roughing -in shall be completed, tested and approved before closing -in with other work. B. Openings in pipes, drains and fittings shall be kept covered during construction. C. Provide clean outs at ends of all lines and where required by codes. D. Slope gas piping not less than 1 inch in 15 feet. E. Copper tubing shall be fully sweated to fittings. F. Black iron pipe joints shall be made with approved pipe thread compound. G. Provide shut -off valves at each fixture. H. Provide cold water line with shut off valve to refrigerator space. I. Isolate all piping from structure and at all penetrations with fiber padding and elastic caulking. J. Test plumbing, drainage and venting systems prior to Building department inspection. Locate and correct any leaks and retest as required. K. A backflow anti - siphon valve of an approved type shall be installed @ all exterior hose bibbs. UPC 603.3.7 L. Showers and tub shower combinations shall be provided with individual control valves of the pressure balance or the thermostatic type. UPC 420 2.5 GPM max. Anti -scald valves required. M. Underground ferrous gas piping shall be electrically isolated from the rest of the gas system with listed or approved isolation fittings installed a minimum of 6" above grade. UPC 1211.6 N. The required 18 guage trace wire for an underground non - metallic gas pipe must be yellow in color. UPC 1211.6 SECTION 15B - HEATING AND VENTILATING 1. Scope Furnish and install heating, ventilating system, complete and operable. Contractor to obtain and pay for all mechanical permits. 2. Standards A. Design system to operate according to best practices of the trade and conform to all governing agencies. System shall be thermostatically controlled and properly sized with regards to the State Energy Ordinance Standards. 3. Calculations and Drawings Contractor to supply and submit to the Building Department, load calculations and drawings for approval prior to commencing work. 4. Installation Compartment dimension shall have minimum 3" clear on sides and back - 6" minimum clear from front of equip to combustion air intake. 5. Combustion Air (F.A. U. ) A. Combustion air taken from outside: Provide 1 square inch for each 1,000 B. T. U. s, 50 percent at ceiling and 50 percent at floor.. Provide duct work as required. �. Combustion air taken from attic: Provide 1 square inch for each 1,000 B.T.U.S, 50 percent at ceiling and 50 percent at floor. Provide dudt wdrk-�as required, 26 ga. `G:I. screened sleeve extending 6 inches above t oJoists. Separate ducts for.f igh�and'low supply. ` 4 v ret n air)... rE �' iC 4t lB 6. Gircull�+n��I ( prov s cr s of such 2 square inches per 1,000 B.T.U.s per hour of fuel input. 7. Combustion Air (Water Heater) P�. i HIS NUMBER , ,CCU ALL INSPECTIONAL RE w �r :3 .c.. N L w V- > ;:; J F- Q QOM' a � � Q �r � � OD V I)5w", N wtz-� or �! Q 4 0 > O ,n r ..ARCy/ V T v DENNIS C -9829 EN. 07 -31 -03 �Q �F OF C A0FO� N W 1L in Z - � U1 O Lu F- Ln 0 U) o p Uo� o z � Cr IIJ O U O w W a- U1 Z W Q N ~ Q v O U -Jr) w °uu <�_ "JO)Pz„'A a ow to UJ WVr <0 jOxC1Q O <�r►= -OO Z9,3 "I J Z 0zsd =pDd�� n z� >.Yg ~04,19 9Z J w 9:04CID -0 t �Qigu��w� i � gym ~��m �( �soX �C►- z� w o �oan=i�oz�0<ZW li.l a4u�=� 4 <za Z �1 0 o4W O < =�jfjOb1X`NQ 4 J 2 ha'O 3 WaRWOCtq~W Z>- F oil 11 liq UkALLIN CHECKED DATE SCALE JOB NO, ESTS SHEET I A. Combustion air taken from outside: 1 square inch per 1,000 B.T.U.s per hour of fuel input with minimum 100 square inches, 50 percent within 12 inches of ceiling and 50 percent within 12 inches of floor (50 square inches minimum each). 8. Bath Exhaust Fans To provide, at minimum, five complete air changes every hour. System shall include backdraft damper. 9. Dryer Vents 4 inch diameter minimum with weather cap and backdraft damper at exterior. Maximum run shall be 14 feet with not more than two 90 degree turns. Unless otherwise specified. 10. Equipment FAU: Horizontal or Vertical type, gas fired -see plans. SECTION 16A - ELECTRICAL 1. Scope Furnish and install electrical work complete and operable. Contractor to obtain and pay for all electrical permits. 2. Standards A. Electrical service: Underground. B. Work and equipment shall be in accordance with the best practices of the trade and conform to all local governing agencies. C. Materials and equipment shall be U.L. approved. 3. Calculations and Drawings Contractor to supply and submit to the Building Department load calculation and drawings for approval prior to commencing work. 4. Colors and Desian A. Switch plates, covers, etc.: As selected by Owner. B. Fixtures: As selected by Owner. 5. Materials A. Switches: Silent type. B. Interior outlets: Duplex type. G. F. I. at bathrooms and kitchens. NEC 210 -8(a). C. Exterior outlets: Single weatherproof type with G.F.I. D. Outlets located in garages to be G.F. I. type and shall be separated from other GFI circuits. E. Outlets and pull boxes: Galvanized or sherardized. F. Panel boxes: Circuit breaker type, recessed flush mounted, galvanized and prime coated with latch. Provide typewritten card identifying circuits. G. Conduit, cable, wire: Per code. 6. Installation llation A. Provide separate circuits for dishwasher, garbage disposal, refrigerator, washer, dryer and FAU. NEC 210 -23 & 220. B. Switched outlets shall be 1/2 hot. C. Install switches 36 inches above the floor except those above counters. D. Provide outlets for trash compactors and garage door openers (optional equipment where occurs - see plans). E. Convenience Outlet Installation (1) Install typical interior outlets at +12 inches above floor. (2) Install kitchen outlets that occur at base cabinets at +46 inches above floor. (3) Install bathroom outlets that occur at base cabinets at +42 inches above floor. Bathroom outlets shall be installed on a separate 20 amp branch circuit. NEC 210- 52(d). (4) Install exterior outlets at +12 inches above finish floor line. (5) All power receptacles are to comply w/ N.E.C. 210 -52(A) (6) Electric dryers, electric ranges and electric oven require a 4 wire receptacle and cord. These circuits require a separate ground. NEC 250-60 7. Meter Locations As shown on drawings. 8. Fire Wamina System E. PIPES IN WALLS H. CUTTING AND NOTCHING Smoke detectors and alarm system shall be installed as Stud partitions containing plumbing, heating, or other (1) In exterior walls and bearing partitions, any required by U.B.C. Section 310.9. Detectors shall be located as required UBC Section 310.9.1.4. Fire warning system g y pipes shall be so framed and the joists underneath so spaced as to give proper clearance for the piping. wood stud may be cut or notched to a depth shall be wired to a separate house lighting circuit. Detectors Where a partition containing such piping runs parallel not exceeding 25 percent of its width. Cutting or notching of studs to depth not greater than shall be interconnected 110 Volt house wired w/ battery to the floor joists, the joists underneath such 40 percent of the width of the stud is permitted back -up UBC Section 310.9.1.2 & 310.9.1.3. partitions shall be doubled and spaced to permit the in nonbearing partitions supporting no loads GN-3 passage of such pipes and shall be bridged. Where plumbing, heating or other pipes are placed in or other than the weight of the partition. partly in a partition, necessitating the cutting of the (2) Bored Holes: A hole not greater in diameter TYPICAL CONSTRUCTION NOTES soles or plates, a metal tie not less than 1/8 inch thick than 40 percent of the stud width may be bored and 1-1/2 inches wide shall be fastened to the plate across and to each side of the opening with not less in any wood stud. Bored holes not greater 1. FOUNDATION than four 16d nails. than 60 percent of the width of the stud are permitted in nonbearing partitions or in any F. FIRESTOPPING wall where each bored stud is doubled, A. Anchor Bolts and Sill: Foundation plates or sills provided not more than two such successive shall be bolted to the foundation or foundation wall. Firestopping shall be provided to cut off all concealed doubled studs are so bored. In no case shall There shall be a minimum of two bolts per piece, with draft openings (both vertical and horizontal) and shall the edge of the bored hole be nearer than 5/8 one bolt located within 12 inches of each end of each form an effective barrier between stories, and inches to the edge of the stud. Bored holes piece. Refer to structural drawings for additional information. between a top story and roof space. it shall be used shall not be located at the same section as a in specific locations, as follows: cut or a notch. B. Stepped Foundations: Foundations for all buildings where the surface of the ground slopes more than (1) Exterior or interior stud walls, at ceilings and (3) Notches on the ends of joists shall not exceed one -fourth the joist depth. Holes bored in one foot in 10 feet shall be level or shall be stepped floor levels. joists shall not be within 2 inches of the top or so that both top and bottom of such foundations are (2) In all stud walls and partitions, including furred bottom of the joist and the diameter of any level. spaces, so placed that the maximum such hole shall not exceed one -third the depth C. Stucco screed to be used to separate stucco from dimension of any concealed space is not over 10 feet. of the joist. Notches in the top or bottom of joists shall not exceed one -sixth the depth and foundation or slab. (3) Between stair stringers at top and bottom and shall not be located in the middle third of the 2. FRAMING between studs along and in line with run of span. stair adjoining stud walls and partitions. 3. FLASHING A. FLOORS (4) Around top, bottom, sides and ends of sliding door pockets. A. Exterior openings (doors, windows, etc.): Flash (1) Floor Joists: Support laterally at the ends and top, bottom and sides with sheet metal or waterproof at each support by solid blocking except where the ends of joists are nailed to header, band or (5) In spaces between chimneys and wood Kraft paper. Each top, sides and bottom shall be one full length piece. rim joist or to an adjoining stud or by other framing, loose noncombustible supports, or a approved means. Solid blocking shall be not metal collar tightly fitted to the chimney and nailed to the wood framing may be used. B. All roof penetrations shall be flashed. less than 2 inches in thickness and the full depth of joist. (6) Any other locations not specifically mentioned C. Openings into attics and other enclosed areas shall be (2) Framing Around Openings: above, such as holes for pipes, shafts, behind covered w/ 114" x 114" corrosion resistant wire mesh, except for sash & doors. Trimmer and header joists shall be doubled, or furring strips and similar places which could of lumber of equivalent cross section, when the afford a passage for flames. 4. FIRE RATED WALLS span of the header exceeds 4 feet. The ends of header joists more than 6 feet long shall be Firestops when of wood shall be 2 inch A. Plumbing: No plastic waste or vent pipes permitted supported by framing anchors or joist hangers nominal thickness. if the width of the opening is such that more than one piece of lumber is within fire rated walls; use cast iron, no hub. unless bearing on a beam, partition or wall. Tail joists over 12 feet long shall be supported necessary, there shall be two thicknesses of 1 B. Electrical: Metal outlet boxes required. at header by framing anchors or on ledger inch nominal material with joints broken or one strips not less than 2 inches by 2 inches. thickness of 3/4 inch plywood with joints backed by 3/4 inch plywood. 5. WINDOWS AND DOORS (3) Supporting Bearing Partitions: Bearing partitions perpendicular to joists shall not be Firestops may also be of gypsum board, A. No vertical splices in building paper under or within offset from supporting girders, walls or mineral wool or other approved 24- inches each side of openings. partitions more than the joist depth and provide noncombustible materials, securely fastened in solid 2x blocking under partitions. Joists under place. B. Keep all window fasteners at least 3 inches away and parallel to bearing partitions shall be from all corners and fin joints. doubled, with solid blocking between joist over G. ROOFS all points. C. Fasteners to be driven flush, not counter sunk or bent (1 ) Rafters shaft be framed directly opposite each over frames. No clinched fasteners allowed. B. WALLS other at the ridge. There shall be a ridge board at least 1 inch nominal thickness at all ridges D. Repair torn damaged flashing with sealant or (1) Studs: Studs shall be placed with their wide and not less in depth than the cut end of the aggressive self- adhering seam tape. dimension perpendicular to the wall. Not less rafter. At all valleys and hips there shall be a than three studs shall be installed at every minimum single valley or hip rafter not less E. Plywood sheathing for shear panel, where occurs corner of an exterior wall. than 2 inches nominal thickness and not less adjacent windows occur should be carried minimum in depth than the cut end of the rafter. 12 inches around window opening. Studs shall be capped with double top plates installed to provide overlapping at corners and (2) Rafter ties: Rafters shall be nailed to at intersections with bearing partitions. End adj ?cent ceiling joists to form a continuous tie joints in double to plates shall be offset at least between exterior walls when such joists are 48 inches. Where plates are interrupted or parallel to the rafters. Where not parallel, rafters shall be tied to 1 inch by 4 inch broken, strap with 1 -1/2" wide x 1/8" thick (nominal) minimum sized cross ties in lower metal ties. Studs shall have full bearing on a 1/3 of attic area at 48" o.c. plate or sill of not less than 2 inch thickness having a width not less than that of the wall studs. (3) Purlins: Purlins to support roof loads may be installed to reduce the span of rafters within (2) Size, height and spacing: shall conform with allowable limits and shall be supported by Table No. 25 -IV -B of the current U.B.C. struts to bearing walls. (3) Bracing: Walls shall conform w /U. B. C. The maximum span of 2 inch by 4 inch purlins shall be 4 feet. The maximum span of 2 inch Sec. 2320.11, by 6 inch purlins shall be 6 feet, but in no case C. CRIPPLE WALLS shall the purlins be smaller than the supported rafter. Struts shall be not smaller than 2 inch Foundation cripple walls shalt be framed of studs not by 4 inch members. The unbraced length of struts shall not exceed 8 feet and the minimum less in size than the studs above with a minimum slope of the struts shall be not less than 45 length of 14 inches. (Solid blocking shall be used to degrees from the horizontal. brace cripple walls having a stud height 14 inches or less.) Cripple walls over 4 feet high shall have studs (4) Blocking: Rafters more than 8 inches in sized for additional story. depth shall be supported laterally at the ends D. HEADERS and at each support by solid blocking not less than 2 inches in thickness and the full depth of All openings 4 feet wide or less in bearing walls shall the rafter unless nailed to a header, band or be provided with headers consisting of either two rim joist or to an adjoining stud. pieces of 2 inch framing lumber placed on edge and securely fastened together or 4 inch lumber of (5) Roof diaphragm nailing to be inspected prior to equivalent cross section. All openings more than 4 covering. Face grain of plywood to be feet wide shall be provided with headers as noted. perpendicular to supports and shall have Such headers or lintels shall have not less than 2 staggered edges. inch solid bearing at each end to the floor or bottom plate, unless other approved framing methods or joint (6) Continue plywood roof sheathing under all devices are used. California framing. (7) Roof trusses: Supplier to provide calculations for submittal to building department for approval prior to fabrication. ENERGY CONSERVATION NOTES 1. The building design meets the requirements of Title 24, Part 2, Chapter 2 -53. 2. Insulation installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms with the requirements of Title 24, Part 2, Chapter 2 -53 and that the materials installed conform with the requirements to Title 20, Chapter 2, Subchapter 4, Article 3. 3. The builder shall provide the original occupant a list of the heating, cooling, water heating, and lighting systems and conservation or solar devices installed in the building and instructions on how to use them efficiently. 4. A maintenance label shall be affixed to all equipment requiring preventative maintenance and a copy of the maintenance instructions shall be provided for the Owner's use. 5. All insulating materials shall be certified by the manufacturer as complying with the California Quality Standards for Insulating Material. 6. Doors and windows between conditioned and outside or unconditioned spaces such as garages and compartments (obtaining combustion air from outside) for central air gas furnaces, shall be fully weatherstripped. 7. Manufactured doors and windows shall be certified and labeled in compliance with the appropriate standards listed in Table 2 -53V of the energy regulations. 8. Fan systems exhausting air from the building shall be provided with backdraft dampers. 9. Masonry and factory-built fireplaces shall have the following: (a) Tight- fitting closeable metal or glass doors covering the entire opening of the firebox. (b) A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight - fitting damper. (c) Tight - fitting flue damper with a readily accessible control. (d) Continuous burning pilot light is prohibited. 10. All parts of the duct system shall be tightly sealed with mastic or tape. 11. Thermostatically controlled heating or cooling systems (except electric heat pumps) shall have an automatic thermostat with a clock mechanism which the building occupant can manually program to automatically set back the thermostat set points for at least 2 periods within 24 hours. 12. Water heater: State of California approved. 13. Storage type water heaters and storage back -up tanks for solar water heating systems shall be externally wrapped with insulation. See Title 24. 14. Note: Piping in unconditioned space leading to and from water heaters shall be wrapped with insulation having a thermal resistance of R -3 or greater for the 5' of pipe closest to the heater. 15. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 26 lumens per watt (fluorescent type lighting will meet this requirement). 16. Caulking, sealants or weatherstripping required at: (a) Exterior joints around window and door frames. (b) Between wall sole plates and floor. (c) Between exterior panels. (d) All plumbing, electrical and gas line penetrations in the walls, floors and ceilings. (e) Openings in attic floor. (f) All other openings in the building envelope. REVISION DATE by w O H c QO�� ('i Q n -,•r("a� Zr e+ J Q n U iWum u d) wa=r r G�'aSEO ARCyi v DENNIS L SON C -9829 REN. 07 -31 -03 N UJ � =3 O � W � LL, Ln I� Oda- r0 �o Bodo Z = D W Cr U ul w o (:3 o J W W Y Q M W � N AL � U c3 ou ;�; <O•�v < <W��ca UJ I?��W�OO'W< wd& Ut�0 ; i=t YVNiE < W�q5 Z>_g~mw O < i C4 O = z � . O7 F 000QX.CZ, p OOW�UIW- �O Qt' qq►► x m OWC�O ~� 0, U! z o0 x �xu o� <w qS3 Y 4�7af�U W !- W J i�Fx ��wxlfo► - =3 Z� i�a m< v ®FI -U ,,Q go!< ow DRAWN CHECKED DATE SCALE JOB NO. GN-3 akee, EQU IP ENT Boa Eon >" C09-"& V-) LEI ii VA C Q1MM . L-A14F_ E1...51 ti1oTZF,, CA. OF Ho N H0 Go Wye HVA v,,, vr,�VGLIIJC RNEEM WATER NEAlER'S C A r2102 CO, HEATiN,::� A /C. R-4.1 tNSUL -ATION READ. ON DUCTS 1 N UtNGONVITiONEa SPAcEr7. N 1l� HT SET- SAc1c TN EGZMOSTA'T's 4,121= REqU 11ZF_0. VERIFY SOUND ORDINANCE. REQ. (1F &,"Y PVIOM TO A- f C SS-7- MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -IR - ` Note: Lcwrise residential buildings subject to the Standards trust �r nt.iin these measures regardlc .. t the compliance approach used. Items marked with an asterisk (•) may be superseded by inure stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT I 2 3 §I 50(b): Loose fill insulation manufacturer's labeled R -Value FLOW Gll S FAU (does not apply to exterior mass walls). §150(d): Minimum R -13 raised floor insulation in framed floors - § 150(1) : Slab edge insulation - water abst'Ttlon rate no greater than 0 -3" o, water vapor transmission rate no I REQ C?� ' zl, 7- SAS FAU 5S9Av 115Z 53fAV115Z2 5151 -A' 115 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. I =L-oW SAS FAO O to a) C `/ 2. Fenestration products (except field- fabricated) have label with certified L]-Factor, certified Solar Heat `r A1FUE (Mt ,4) 80% a00% BO% § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. RFEQ'a `TU OUTPUT 94,000 93,000 a3, 000 Temecula, CA 92590 C FM 19 5 o 2.12-34Z Z•Z -�'S c. Flue damper and control j 2. No continuous burning gas pilot lights allowed. hrucl v:.a f such ate) to etz .Gao>:6, .c(l C_E 3,A" Ovv GE�,aAc7to0 E3,de� §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. TX\/ NO NO NO §1500): Pipe and tank insulation �DEN51N(� OWT3SG c4�$� `C0?t.AV,oto0 a B4 9 aC7 W° 5EEER (M1N) 10.0 10.0 10.0 ~ TO Nom? LA 5 S 4. All buried or exposed piping insulated in recirculating sections of hot water systems. awU , e 9 S O y S,oloo 57/500 671500 Drawn Q,,�,,M SEND . 1050 33, B35 410, I Cl 5 HVI 19 e) TER I- 1EATE2 H i veso►j Hi vasow H ivasow 603, 604, and Standard 6 -3; ducts insulated to a minimum Installed Icvel of R-4.2 or enclosed entirely in 50 5C) so that meets the applicable requirements of UL 181, UL 181A, or UL 181 B. If mastic or tape is used to seal PTuH ititpuT 4opoo L401000 H0,OEDo REC. 7C00VQ -7Cp Yu -7 La °%o 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned STANO•EN'L04_7'5 QI.46, N/4 WI& ENERo FACT= Cv Z . to2 • (0 2 4. Exhaust fan systems have back draft or automatic dampers. E)(T bLANKET ►\jL7 ND fJ0 G DUCT TEST NO lN0 NO weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, R-4.1 tNSUL -ATION READ. ON DUCTS 1 N UtNGONVITiONEa SPAcEr7. N 1l� HT SET- SAc1c TN EGZMOSTA'T's 4,121= REqU 11ZF_0. VERIFY SOUND ORDINANCE. REQ. (1F &,"Y PVIOM TO A- f C SS-7- MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -IR - ` Note: Lcwrise residential buildings subject to the Standards trust �r nt.iin these measures regardlc .. t the compliance approach used. Items marked with an asterisk (•) may be superseded by inure stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT BY Building Envelope Measures: ' §150(a): Minimum R-19 ceiling insulation. §I 50(b): Loose fill insulation manufacturer's labeled R -Value ' §150(c): Minimum R -13 wall insulation in wood framed walls or equivalent U- Factor in metal frame walls ✓ (does not apply to exterior mass walls). §150(d): Minimum R -13 raised floor insulation in framed floors submitted for a single building plan § 150(1) : Slab edge insulation - water abst'Ttlon rate no greater than 0 -3" o, water vapor transmission rate no I REQ C?� ' greater than 2.0 emi/inch. M( l/ § 1 I6: Insulation specified or installed meets insulation quality standards Indicate type and form. §116 -17: Fenestration Products, Exterior Doors, and Infiltration F01trarion Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. I r-- O to a) C `/ 2. Fenestration products (except field- fabricated) have label with certified L]-Factor, certified Solar Heat `r Gain Coefficient (SHGC), and infiltration certification. Name.... Rick Maurer ; a C„ c 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. Company. Corman Leigh Communities § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. RFEQ'a § 150(f): Special infiltration barrier installed to oomph •with § 151 meets Commission quality standards. I I F REQ'Q WOW: OW: Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. Address. 7544 E Saddlehill Trail L Masonry and factory-built fireplaces have. Temecula, CA 92590 a. Closeable metal or glass door f b. Outside air intake with damper and control Phone... 714 - 771 -1507 c. Flue damper and control j 2. No continuous burning gas pilot lights allowed. hrucl v:.a f such ate) to Space Conditioning, Water Heating and Plumbing System Measures: C N O w §110 - §113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. z U §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. C O 'N CV .0 W 111 § 150(i): Setback thermostat on all applicable heating and /or cooling systems. J EL J §1500): Pipe and tank insulation d �O a I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be extemally wrapped with W° insulation having an installed thermal resistance of R -12 or greater. M� J Q J 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater) 3. Back -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R -12 ~ O external insulation or R -16 combined intemaliextemal insulation. < W QUo N <W� 4. All buried or exposed piping insulated in recirculating sections of hot water systems. J �Z� LLOLL 5. Cooling system piping below 55° F insulated. (TABLE IT) REFER. SUCTION Scale NONE Drawn Q,,�,,M MiN. R-5 1N5. Sheet To ?Wti • 6. Piping insulated between heating source and indirect hot watertank.L1NE § 150(m): Ducts and Fans - - -- -` - - - - -` I. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6 -3; ducts insulated to a minimum Installed Icvel of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct- closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross - sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination " ith mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from darnage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 114: Pool and Spa Heating Systems and Equipment I. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump ume ,.vrtch §115. Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no ✓ continuously burning pilot light. (Exception Non- electrical cooking appliances with pilot < 150 Bttihr, §1 18 (f): Cool Roof material meet specified criteria �� REQtO Lighting Measures: A §150(k)l.: Luminaires for general lighting in kitchens shall hale lamps a ith an efficacy of40 lumens-watt 'a �' or greater for general lighting in kitchens. This general lighting shall be controlled by switch on a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in §I 50(k)2., and incandescent recessed ceiling fixtures are IC (insulation cover) approved, Compliance Forms August 2001 A -6 MANDATORY MEASURES The following items represent the MANDATORY REQUIREMENTS for ALL LOW -RISE RESIDENTIAL buildings and shall appear as notes on the plans: (A) Before the building may be occupied, Installation Certificates (CF -6R) for manufactured devices and equipment regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: 1. Identify features required to verify compliance with the Appliance Standards and Part 6; 2. Include the statement indicating that the installed devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans and specifications approved by the local enforcement agency; 3. State the number of the building permit under which the construction or installation was performed. Sec. 10 -103 (a) (3) (B) The builder shall provide the building owner, manager, and the original occupants the appropriate Certificate(s) of Compliance (CF -1R), Mandatory Measures (MF -1R), Installation Certificate (CF -6R), Insulation Certificate (IC -1), and a manual which list the features, materials, components, and mechanical devices installed in the building, and instructions on how to maintain and use them efficiently. Sec. 10 -103 (b) (1)(2) (C) After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and the requirements of Section 10 -103 (a) (2) (A) and conforms with the requirements of Part 6. The Insulation Certificate (IC -1) shall also state the manufacturer's name and material identification and the installed R- value. Sec. 10 -103 (a) (4) (D) Manufactured fenestration products shall be certified for overall U- factors and overall SHGC as rated by the National Fenestration Rating Council's NFRC 200: 1. Have a clearly visible temporary label, not to be removed before inspection by the enforcement agency, listing the certified U- factors, solar heat gain coefficient (SHGC) of the product and the method used to derive those values. Also, the label should indicate compliance with air infiltration requirements of Section 116 (a) 1. 2. Have a permanent label meeting the requirements of Section 10 -111 (a) (2). Sec. 116 (a) (E) Field fabricated skylights and windows, and exterior doors, shall be caulked between the fenestration product and the building, and shall be weather - stripped. EXCEPTION: Unframed glass doors and fire doors. Sec. 116 (b) (F) Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather - stripped, or otherwise sealed to limit infiltration and exfiltration. Sec. 117 (G) All insulating material shall be installed in compliance with the flamespread rating smoke density requirements of Section 707 of the UBC. Sec. 118 (c) (H) Heat pumps with supplementary electric resistance heaters shall have controls: 1. That prevent supplementary heater operation when the heating load can be met by the heat pump alone; and 2. In which the cut -on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut -off temperature for compression heating is higher than the cut -off temperature for supplementary heating. Sec. 112 (b) (I) Masonry or factory-built fireplaces shall have the following: I . Closeable metal or glass doors covering the entire opening of the firebox. 2. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. EXCEPTION: Not required if fireplace is installed over a concrete slab and will not be located on an exterior wall. 3. A flue damper with a readily accessible control. EXCEPTION: When a gas log, log lighter, or decorative gas appliance is installed in a fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instructions or the State Mechanical Code. 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Sec. 150(e) (J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that shuts the system off during periods of non -use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. Sec. 150 (i) (K) The air handling duct system shall be constructed, installed, sealed and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulated to a minimum installed level of R -4.2 or be in conditioned space) Sec. 150 (m) (L) All fan systems exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. Sec. 150 (m) 7 (M) Storage gas water heaters with an energy factor <0.58 shall be externally wrapped with insulation having installed thermal resistance of R -12 or greater. Sec. 150 6) IA (\ ) unfired hot water tanks, such as storage tanks and backup storage tanks for solar .ti ater heating systems, shall be externally wrapped with insulation having an installed thermal eesistance of R -12 or greater or have internal insulation of at least R -16 and a label on the exterior of the tank showing the insulation R -� alue. Sec. 150 (j) 1B (0) Duct system openings shall be sealed with mastic, tape, aerosol sealant, or other duct closure system that meets the applicable requirements of UL. 181, UL 181A, or UL 181B including collars, connections and splices. If mastic or tape is used to seal openings greater than 114 inch, the combination of mastic and either mesh or tape shall be used. Sec. 150 (m) (P) Building cavities shall not be used for conveying conditioned air. The return air plenum must be fully ducted from the equipment to the conditioned space. Sec. 150 (m) (Q) Joints and seams of duct systems and their components shall not be sealed with cloth back tubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150 (m) (R) Piping, buried or unburied, for recirculating sections of domestic hot water systems, piping from the heating source to the storage tank for an indirect -fired domestic water heating S w pipes system, cooling system piping below _. F. and the first five feet of hot and cold water p pe from the storage tank for non - recirculating systems shall be thermally insulated in accordance with Table No. 1 -T. Sec. 150(m) (S) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have efficacy of not less than 40 lumens per watt. (Fluorescent type lighting will meet this requirement). Sec. 150(k) (T) In climate zones 14 and 16 a vapor barrier shall be installed on the conditioned space side of all insulation in all exterior walls, unvented attics, and invented crawl spaces to protect insulation from condensation. Sec. 150 (g) (U) Any new low -rise residential building shall meet the following minimum requirements: 1. Ceiling_ Insulation. The opaque portions of ceilings separating conditioned spaces from unconditioned spaces or ambient air shall meet tl.e requirements of either a. or b. below: a. Ceilings shall be insulated between framing members with insulation resulting in an installed thermal resistance of R -19 or greater for the insulation alone. ALTERNATIVE to Section 150 (a) 1: Insulation which is not penetrated by framing members may meet an R -value equivalent to installing R -19 insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U -value of ceilings shall not exceed the U -value that would result from installing R -19 insulation between framing members in the entire ceiling and accounting for the effects of framing members. (.051 Max.) 2. Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's installed design weight per square foot at the manufacturer's labeled R- value. 3. Wall Insulation, The opaque portions of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Framed walls shall be insulated between framing members with insulation having an installed thermal resistance of R -13 or greater. Framed foundation walls of heated basements or heated crawl spaces shall be insulated above the outside ground line with insulation having an installed thermal resistance of at least R -13. ALTERNATIVE to Section 150 (c) 1: Insulation which is not penetrated by framing m embers may meet an R -value equivalent to installing R -13 insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U -value of walls shall not exceed the U -value that would result from installing R -13 insulation between framing members in the entire wall and accounting for the effects of framing members. (.088 Max.) 4. Raised Floor Insulation. Raised floors separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Floors shall be insulated between framing members with insulation having an installed thermal resistance of R -13 or greater. b. The weighted average U -value of floor assemblies shall not exceed the U -value that would result from installing R -13 insulation between framing members and accounting for the effects of framing members. (.064 Max.) Sec. 150 (a) -(d) (V) Systems, equipment, and building components listed below may be installed only if 1. The manufacturer has certified that the system, equipment, or building component complies with the applicable manufacture provisions of Sections I I 1 through 119; and 2. The system, equipment, or building component complies with the applicable installation provisions of Sections 111 through 119. Covered are: a. Appliances regulated by the Appliance Efficiency Regulations (Sec. 111). b. Space conditioning equipment (Sec. 112). c. Pool and spa heating systems and equipment (Sec. 114). d. Gas appliances (Sec. 115). e. Insulation (sec. 118). Sec. 110 I GN A _U KYaw 5 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to BY implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of co6pliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. r-- O to a) C DESIGNER or OWNER DOCUMENTATION ALT3'fiOR Q C a) Q Name.... �� /fL Name.... Rick Maurer ; a C„ c Company. Corman Leigh Communities Company. Rick Maurer Title 24, Inca d tr Address. 42346 Rio Nedo, #L Address. 7544 E Saddlehill Trail Temecula, CA 92590 Orange, CA 92869 = f Phone... (909) a9 f-5070 Phone... 714 - 771 -1507 f F_ License. Sign ?- �O O •,.= !% or c i Signed.. � �r :de� tLE tl d.r hrucl v:.a f such ate) to # cv ENFORCEMENT AGENCY Name. .. Title... Agency.. Phone... Signed.. _ ate Certified Energy Analyst R ck, hAaurer r r NR 98.90.528 r r R 96 90•!. 36 C A B E C Caf :fo,n:a P fil`�. TNiS t'�UMBLER ACCUMPAN' ALL INSPECTIONAL REQUES- REVISIONS BY O r-- O to a) C coo > v U Q (nn=rn Q C a) Q N W U CO y_ C° c L Q C t� .N d 0 to c O O O U O U Z J ,O M C co cD E M E U v 4l C 3 O f` t� r,D C) # cv C N O w ~ .6 z U ch N C O 'N CV .0 W 111 Y C O ctl iv � J EL J U d �O a Z W° �a M� J Q J rp ~ O Z LLJ < W QUo N <W� t� J �Z� LLOLL Date Scale NONE Drawn Q,,�,,M Job Z t 7- 3 Sheet To ?Wti • S Ot Sheets " SUMMARY SHEET " Prolect: Corman Leigh Comm. - Lake Elsinore, CA Zone: 10 "Lake Elsinore" Plan #1 Wall Insulation: R -13 Ceiling Insulation: R -30 Radiant Foil Barrier: Not Required Raised Floor Insulation: N/A Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 54,390 BTUH Minimum A/C SEER: 10.0 SEER A/C Tonnage: 4.0 Tons (Min. Sens. = 30.229 @ 105 °) Duct Insulation: R -0.2 Note(s): 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Corman Leigh Comm -Plan #1 Date..08 /19/02 12:46:39 Project Address........ Tract #29637 - Job #2123 -- Lake Elsinore, California *v6.01* Documentation Author... Rick Maurer * * * * * ** Bui nldi g Permit Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan C ec Date Orange, CA 92869 714 - 771 -1507 Fie13 C ec Date Climate Zone........... 10 1 -- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File- CORMAN10 Wth- CTZ10S92 Program -FORM CF -1R User #- MP0357 User -Rick Maurer Title 24, Inc Run -Lake Elsinore - Plan #1 SLAB SURFACES Area Slab Type (of) Standard Slab 2002 HVAC SYSTEMS Refrigerant Cavity R -value GENERAL INFORMATION ACCA Assembly U- factor Equipment Conditioned Floor Area..... 2002 of Manual Thermostat Type Building Type .............. Single Family Detached D Type Construction Type ......... New No No Setback Building Front Orientation. Cardinal - N,E,S,W R -4.2 No No Number of Dwelling Units... 1 WATER HEATING SYSTEMS R -30 0.031 Number of Stories. . ....... 1 Number R -n /a Tank Floor Construction Type.... Slab On Grade Left in Energy Glazing Percentage......... 12.3 % of floor area Heater Type Distribution Type System Average Glazing U- factor... 0.65 Btu /hr -sf -F Storage Gas Standard 1 Average Glazing SHGC....... 0.45 R- n/a 0.650 SPECIAL FEATURES AND MODELING ASSUMPTIONS Average Ceiling Height..... 9 ft * ** Items in this section should be documented on the plans, BUILDING SHELL INSULATION * ** installed to manufacturer and CEC Component Frame Cavity Sheathing Total Assembly verified during plan check and field inspection. F2 =0.510 Type Type R -value R -value R -value U- factor Location /Comments This printout is for the front facing North. Wall Wood R -13 R -n /a R -13 0.088 Front Wall, Gar. Wall 0.450 Standard Door Back Left Wall, Back Wall 0.650 0.450 Standard Window Right Wall (S) Roof Wood R -30 R -n /a R -30 0.031 Vented Attic Right Door Wood R -0 R -n /a R -0 0.330 Front Door Window Right (W) 10.0 0.650 Garage Door Standard S1abEdge None R -0 R -0 F2 =0.760 To Outside 0.450 S1abEdge None R -0 R -0 F2 =0.510 To Garage (S) 48.0 0.650 0.450 FENESTRATION Standard Yes Window Back (S) 30.0 0.650 Over - Standard Standard Area U- Interior Exterior hang/ Orientation (of) Factor SHGC Shading Shading Fins Window Front (N) 30.0 0.650 0.450 Standard Standard Yes Window Front (N) 15.0 0.650 0.450 Standard Standard Yes Window Left (E) 30.0 0.650 0.450 Standard Standard Yes Window Left (E) 25.0 0.650 0.450 Standard Standard Yes Window Left (E) 12.0 0.650 0.450 Standard Standard Yes Window Back (S) 24.0 0.650 0.450 Standard Standard Yes Window Back (S) 16.0 0.650 0.450 Standard Standard Yes Door Back (S) 40.0 0.650 0.450 Standard Standard Yes Window Back (S) 15.0 0.650 0.450 Standard Standard Yes Window Right (W) 20.0 0.650 0.450 Standard Standard Yes Window Right (W) 20.0 0.650 0.450 Standard Standard Yes SLAB SURFACES Area Slab Type (of) Standard Slab 2002 HVAC SYSTEMS 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CTIiVALUELINE '* SUMMARY SHEET •* Prolect: Corman Leigh Comm. - _Lake Elsinore, CA Zone: 10 "Lake Elsinore" Plan #2 Wall Insulation: R -13 Ceiling Insulation: R -30 Radiant Foil Barrier: Not Required Raised Floor Insulation: R -19 Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 61,497 BTUH Minimum A/C SEER: 10.0 SEER A/C Tonnage: 5.0 Tons (Min. Sens. = 37.241 @ 105 °) Duct Insulation: R -4.2 Note(s): 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL -- Page 1 CF -1R Project Title.......... Corman Leigh Comm -Plan #2 Date..08 /19/02 12:46:42 Project Address........ Tract #29637 - Job #2123 * * * * * ** Lake Elsinore, California *v6.01* Documentation Author... Rick Maurer * * * * * ** B u i ng Permit Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check Date Orange, CA 92869 714 - 771 -1507 Field C ec Date Climate Zone........... 10 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File- CORMANII Wth- CTZ10S92 Program -FORM CF -1R User #- MP0357 User -Rick Maurer Title 24, Inc Run -Lake Elsinore - Plan #2 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories. ........ Floor Construction Type.... Glazing Percentage......... Average Glazing U- factor... Average Glazing SHGC....... Average Ceiling Height..... 2141 of Single Family Detached New Cardinal - N,E,S,W 1 2 Slab On Grade 15.3 % of floor area 0.65 Btu /hr -of-F 0.45 9 ft BUILDING SHELL INSULATION Component Type Refrigerant Cavity R -value Tested ACCA Assembly U- factor Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R -4.2 No No Setback ACSplit 10.00 SEER No Attic R -4.2 No No Setback R -30 WATER HEATING SYSTEMS R -30 0.031 Vented Attic F1oorExt Wood Number R -n /a Tank External Over Garage Left in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 50 R- n/a 0.650 SPECIAL FEATURES AND MODELING ASSUMPTIONS Standard Garage Door * ** Items in this section should be documented on the plans, * ** * ** installed to manufacturer and CEC specifications, and * ** * ** verified during plan check and field inspection. F2 =0.510 * ** This is a multiple orientation building with no orientation restrictions. 16.0 FENESTRATION This printout is for the front facing North. Standard Window Back (S) 40.0 REMARKS 0.450 Standard Door Back 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CTIiVALUELINE '* SUMMARY SHEET •* Prolect: Corman Leigh Comm. - _Lake Elsinore, CA Zone: 10 "Lake Elsinore" Plan #2 Wall Insulation: R -13 Ceiling Insulation: R -30 Radiant Foil Barrier: Not Required Raised Floor Insulation: R -19 Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 61,497 BTUH Minimum A/C SEER: 10.0 SEER A/C Tonnage: 5.0 Tons (Min. Sens. = 37.241 @ 105 °) Duct Insulation: R -4.2 Note(s): 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL -- Page 1 CF -1R Project Title.......... Corman Leigh Comm -Plan #2 Date..08 /19/02 12:46:42 Project Address........ Tract #29637 - Job #2123 * * * * * ** Lake Elsinore, California *v6.01* Documentation Author... Rick Maurer * * * * * ** B u i ng Permit Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan Check Date Orange, CA 92869 714 - 771 -1507 Field C ec Date Climate Zone........... 10 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File- CORMANII Wth- CTZ10S92 Program -FORM CF -1R User #- MP0357 User -Rick Maurer Title 24, Inc Run -Lake Elsinore - Plan #2 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories. ........ Floor Construction Type.... Glazing Percentage......... Average Glazing U- factor... Average Glazing SHGC....... Average Ceiling Height..... 2141 of Single Family Detached New Cardinal - N,E,S,W 1 2 Slab On Grade 15.3 % of floor area 0.65 Btu /hr -of-F 0.45 9 ft BUILDING SHELL INSULATION Component Type Frame Type Cavity R -value Sheathing R -value Total R -value Assembly U- factor Location /Comments Wall Wood R -13 R -n /a R -13 0.088 Front Wall, Gar. Wall Front (N) 8.0 0.650 0.450 Standard Left Wall, Back Wall Front (N) 20.0 0.650 0.450 Standard Right Wall Roof Wood R -30 R -n /a R -30 0.031 Vented Attic F1oorExt Wood R -19 R -n /a R -19 0.048 Over Garage Left (E) 6.0 0.650 0.450 Standard Over Outside Door Wood R -0 R -n /a R -0 0.330 Front Door Left (E) 9.0 0.650 0.450 Standard Garage Door S1abEdge None R -0 R -0 0.450 F2 =0.760 To Outside S1abEdge None R -0 R -0 0.450 F2 =0.510 To Garage Back (S) 16.0 FENESTRATION 0.450 Standard Orientation Frame Type Area (of) U- Factor SHGC Interior Shading Window Front (N) 30.0 0.650 0.450 Standard Window Front (N) 8.0 0.650 0.450 Standard Window Front (N) 20.0 0.650 0.450 Standard Window Front (N) 16.0 0.650 0.450 Standard Window Left (E) 6.0 0.650 0.450 Standard Window Left (E) 6.0 0.650 0.450 Standard Window Left (E) 6.0 0.650 0.450 Standard Window Left (E) 9.0 0.650 0.450 Standard Window Left (E) 20.0 0.650 0.450 Standard Door Back (S) 40.0 0.650 0.450 Standard Window Back (S) 16.0 0.650 0.450 Standard Window Back (S) 40.0 0.650 0.450 Standard Door Back (S) 48.0 0.650 0.450 Standard Window Back (S) 22.5 0.650 0.450 Standard Window Right (W) 25.0 0.650 0.450 Standard Window Right (W) 10.0 0.650 0.450 Standard Window Right (W) 6.0 0.650 0.450 Standard SLAB SURFACES 03 " SUMMARY SHEET " Protect' Corman Leigh Comm. - Lake Elsinore, CA Zone: 10 "Lake Elsinore" Plan #3 Wall Insulation: R -13 Ceiling Insulation: R -30 Radiant Foil Barrier: Not Required Raised Floor Insulation: R -19 Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE with High Performance Low -E Glass. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 67,446 BTUH Minimum A/C SEER: 10.0 SEER A/C Tonnage: 5.0+ High Capacity (Min. Sens. = 39.263 @ 105') Duct Insulation: R -4.2 Note(s): 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Corman Leigh Comm -Plan #3 Date..08 /19/02 12:46:45 Project Address........ Tract #29637 - Job #2123 * * * * * ** Lake Elsinore, California *v6.01* Documentation Author... Rick Maurer * * * * * ** Building Permit l(: Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Plan C ec Date Orange, CA 92869 714 - 771 -1507 Field C ec Date Climate Zone........... 10 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File- CORMANI2 Wth- CTZ10S92 Program -FORM CF -1R User #- MP0357 User -Rick Maurer Title 24, Inc Run -Lake Elsinore - Plan #3 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U- factor... Average Glazing SHGC....... Average Ceiling Height..... 2412 of Single Family Detached New Cardinal - N,E,S,W 1 2 Slab On Grade 14.6 % of floor area 0.65 Btu /hr -of-F 0.45 9 ft BUILDING SHELL INSULATION Component Type Frame Type Cavity R -value Sheathing R -value Total R -value Assembly U- factor Location /Comments Wall Wood R -13 R -n /a R -13 0.088 Front Wall, Gar. Wall Factor SHGC Shading Shading Fins W Qo 0 !n Left Wall, Back Wall <Wr- t` W HVAC SYSTEMS <V Right Wall Roof Wood R -30 R -n /a R -30 0.031 Vented Attic F1oorExt Wood R -19 R -n /a R -19 0.048 Over Garage Door Wood R -0 R -n /a R -0 0.330 Front Door 10.0 0.650 0.450 Standard Standard Yes Garage Door S1abEdge None R -0 R -0 0.450 P2 =0.760 To Outside S1abEdge None R -0 R -0 15.8 F2 =0.510 To Garage Standard Standard Yes FRNRRTRATION Left (E) Area Slab Type (of) Standard Slab 925 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R -4.2 No No Setback ACSplit 10.00 SEER No Attic R -4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS * ** Items in this section should be documented on the plans, * ** * ** installed to manufacturer and CEC specifications, and * ** * ** verified during plan check and field inspection. * ** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Over- Area O Area U- Interior Exterior hang/ Orientation U (sf) Factor SHGC Shading Shading Fins W Qo 0 !n VN <Wr- t` W HVAC SYSTEMS <V Window Front (N) 30.0 0.650 0.450 Standard Standard Yes Window Front (N) 8.0 0.650 0.450 Standard Standard Yes Window Front (N) 10.0 0.650 0.450 Standard Standard Yes Window Left (E) 25.0 0.650 0.450 Standard Standard Yes Window Left (E) 15.8 0.650 0.450 Standard Standard Yes Window Left (E) 25.0 0.650 0.450 Standard Standard Yes Window Left (E) 12.0 0.650 0.450 Standard Standard Yes Window Back (S) 20.0 0.650 0.450 Standard Standard Yes Window Back (S) 9.0 0.650 0.450 Standard Standard Yes Door Back (S) 40.0 0.650 0.450 Standard Standard Yes Window Back (S) 30.0 0.650 0.450 Standard Standard Yes Door Back (S) 48.0 0.650 0.450 Standard Standard Yes Window Back (S) 30.0 0.650 0.450 Standard Standard Yea Window Right (W) 25.0 0.650 0.450 Standard Standard Yes Window Right (W) 4.0 0.650 0.450 Standard Standard Yes Window Right (W) 20.0 0.650 0.450 Standard Standard Yes Standard Yes SLAB SURFACES Area Slab Type (of) Standard Slab 925 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R -4.2 No No Setback ACSplit 10.00 SEER No Attic R -4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS * ** Items in this section should be documented on the plans, * ** * ** installed to manufacturer and CEC specifications, and * ** * ** verified during plan check and field inspection. * ** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS 1) All windows and glass doors can have metal frames with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS * ** Items in this section should be documented on the plans, * ** * ** installed to manufacturer and CEC specifications, and * ** verified during plan check and field inspection. * ** This is a multiple orientation building with no orientation restrictions. J ` This printout is for the front facing North. L1 i U REMARKS U 1) All windows and glass doors can have metaY "tra7lieb with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. RLVIZ>luNb I BY 0 Nt r- C .. a) M > -4t o cc Q o U C o Y U-) C L c d I� N �c O p E rn 0 o °' Z U J 0 rD 0 d C 3 0 M CD 0) 3t c� U E CD O U C) aj O 06 O O N .0 W W Y C 4) M M Y J d J V 1) O L a Z Z Area O J Slab Type (of) U _J �(0 Standard Slab 1446 Z W W Qo 0 !n VN <Wr- t` W HVAC SYSTEMS <V Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D _ -Type _ Furnace 0.800 AFUE n/a Attic R -4.2 No No Setback ACSplit 10.00 SEER No Attic R -4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS * ** Items in this section should be documented on the plans, * ** * ** installed to manufacturer and CEC specifications, and * ** verified during plan check and field inspection. * ** This is a multiple orientation building with no orientation restrictions. J ` This printout is for the front facing North. L1 i U REMARKS U 1) All windows and glass doors can have metaY "tra7lieb with an NFRC U- factor of .65 or less and a SHGC of .45 or less with high performance Low -E glass. RLVIZ>luNb I BY 0 Nt r- C .. a) M > -4t o cc Q o U C o Y U-) C L c d I� N �c O p E rn 0 o °' Z U J 0 rD 0 d C 3 0 M CD 0) 3t c� U E CD O U C) aj O 06 O O N .0 W W Y C 4) M M Y J d J V 1) O L a Z Z O J J Q U _J �(0 _JU_ Z W W Qo 0 !n VN <Wr- t` W �Zti <V Date a- 1 °i-D2. Scale NONE Drawn Job Z)2 3 Sheet T s 14 a Of Sheets (1) SOLID CORE, 20 MINUTE RATED DOOR W/ SELF CLOSER, TIGHT FITTING GASKETS AND A SWEEPER ALONG THE SILL. ROOM FINISH SCHEDULE PLAN :) 777 CHECKED WINDOW SCHEDULE SYMB. SIZE TYPE REMARKS [A] 4' -0" x 1' -O" SLIDER TEMPERED GLASS B C TEMPERED GLASS at BATHROOMS D 4' -0" x 4' -O" TEMPERED GLASS E 5' -0" x 4' -0" F5' -0" x 5' -0" G C -O" x 4' -0" H4' -0" x 5' -0" I 8' -O" x 5' -0" FAMILY 1 3' -0" x 3' -O" K 2' -0" x 3' -0" SINGLE HUNG L 2' -4" x 4' -0" M2' -4" x 5' -0" _•_- ••■■■ N 3' -0" x 5' -0" 0 MINI P 2' -0" x 2' -O" FIXED GLASS 0 2' -0" x 4' -0" BEDROOM 4 DEN R 2' -0" x 4' -0" RAE). HEAD S 1' -8" x 5' -0" RAE). HEAD T 1' -8" x 4' -0" U1' -8" x 3' -4" V W 3' -L" x 4' -L" SLIDER X 5' -0" x 4' -4" SLIDER Y MASTER BATH Z DOOR SCHEDULE SYMB. SIZE THK TYPE DESCRIPTION FINISH REMARKS ID 3' -0" X 8' -O" 1 3/4' S.C. DECO FIBERGLASS PAINT SEE EXT. ELEV. for DESIGN 2 3' -0" X 4' -8" 1 3/4' S.C. DECO FIBERGLASS PAINT SEE EXT. ELEV. for DESIGN 3 2'-8" X 4'-8" 1 3/4' S.C. 20 MIN. FIRE RATED PAINT W/ SELF CLOSER AT HOUSE TO GARAGE (1) 4 2'-4" X 4'-8" 1 3/4' S.C. 20 MIN. FIRE RATED PAINT W/ SELF CLOSER AT HOUSE TO GARAGE (1) 5 2' -8" X 4' -8" 1 3/8' H.C. HARDBOARD PANEL PAINT L 2' -L" X C -8" 1 3/8' H.C. HARDBOARD PANEL PAINT 1 2' -4" X C -8" 1 3/8' H.C. HARDBOARD PANEL PAINT 8 2' -4" X L' -8 "PR 1 3/8' H.C. HARDBOARD PANEL PAINT ■■ 9 2' -0" X 4' -8 11PR 13/e' H.C. HARDBOARD PANEL PAINT 10 3' -0" X 8' -0" 1 3/4' FRENCH SINGLE LIGHT PAINT TEMPERED GLASS 11 L' -O" X 8' -0" SLIDING GLASS TEMPERED GLASS 12 L' -0" X L' -8" SLIDING GLASS 13 5' -0" X 4' -8" HARDBOARD SLIDING WARDROBE 14 4' -0" X 4' -8" le, HARDBOARD SLIDING WARDROBE ■ 15 1' -0" X L' -8" ■■ HARDBOARD SLIDING WARDROBE 14 11 18 8' -0" X 1' -0" SECTIONAL DOOR PAINT SEE EXT. ELEV. for DESIGN 19 IL' -O" X 1' -0" 'LBEDROOM 2 SECTIONAL DOOR PAINT SEE EXT. ELEV. for DESIGN 20 ■ ■■ O ■ ■■ O (1) SOLID CORE, 20 MINUTE RATED DOOR W/ SELF CLOSER, TIGHT FITTING GASKETS AND A SWEEPER ALONG THE SILL. ROOM FINISH SCHEDULE PLAN :) 777 CHECKED DATE SCALE ,,OB NO. 2123 JY STS SHEET FAMILY _•_- ••■■■ ■■o■■■o■■■ MINI BEDROOM 4 DEN iMASTER BE MASTER BATH ■ ■■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ROOM SCHEDULE PLAN -2 11111111140AV_. ■ ■. ■ ■■ O ■ ■■ O ■ ■■ GREAT -•• ■ ■■■■■O■■ ■ ■O■■■ �■■■ le, ■■O ■ ■ ■� ■ ■■ 'LBEDROOM 2 . ■ ■. ■ ■■ O ■ ■■ O ■ ■■ BEDROOM 4 /LOFT,, NON MASTER BEDROOM ■ ■ ■ ■ ■ ■O ■ ■ ■O ■ ■■ MASTER BATH ROOM FINIS-H -SCHEDULE PLAN -3--- ' STAIR LANDING ■■■■■o■■■o■■■ MASTER _ • - • • ■ ■■O■■O - BATH . ■� ■ ■ WzljvArel � ■■ EVEN BEEN BEEN _ wommommummmommm BEDROOM 3 LOFT ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ 1. MEDIUM • •• TEXTURE • •• TEXTURE TAPED JOINTS REFER TO GENERAL NOTES OR ADDITIONAL INFORMATION. THiS NUMBER ALL INSPECTIONAL REAL REV SiON DATE B` W 73 zd W� O r 10 J w� L J � QO � � W a Q � CD J i z d Qn O ' IWU00 Y N ° wNz� d Ily 1� o O Q� O Ln r ARcti/ O T DENNIS L. SON C -9829 REN. 07 -31 -03 TF OF C • w LL C6 .Z J w �Wo z 0 C; w wow o Fk w cr LLI Z - w Q ci O U r <'J a w �Y �Ua 0 LL0 Fp`� ~ZNwOWz U3aWL =aU�p00 W�NO UWONood)< Ox OC ,�Oaa WU�aO�p4Y00 aWV�a��V3iNo �F- pf -OONZZ Y JJ n °a�7Y i=W� Jw3 O'npaLL °o wwo _° w w azW °�WQ��a U Uoca ==Wo <;o O uLLw �_° dl w F ww z ,qd=aLL WU�i N <z 'U°CLNWCN f W z 11-0u)WU�aHOW�L wwa0'nmZw�z�U a 3 wwwww Wiw> ~t <wi O20i�00'�►O� F- u3a3:3au,-5�ua :) 777 CHECKED DATE SCALE ,,OB NO. 2123 JY STS SHEET OPTIONAL RETREAT PARTIAL PLAN f- 91-0" i' -8" j I4' -8" _1I' -8" 29' -0" PARTIAL PLAN at ELEV. 'Bl PLAN REFERENCE NOTES I. DOUBLE SINK W/ 1/2 HP DISPOSAL 2. DISHWASHER 3. SLIDE -IN RANGE AND OVEN WITH EXHAUST HOOD AND VENT ABOVE OPTIONAL COOKTOP W/ HOOD VENT ABOVE. 4. OPTIONAL BUILT -IN DOUBLE OVEN / STANDARD PANTRY S. REFRIGERATOR SPACE. PROVIDE COLD WATER LINE L. PANTRY 1. 42" HIGH RAISED COUNTER TOP 8. SHOWER W/ SHATTERPROOF ENCLOSURE 9. OVAL TUB 10. TUB /SHOWER W/ OPTIONAL SHATTERPROOF ENCLOSURE 11. SHELF - OPTIONAL WALL CABINET ABOVE 12. WASHER SPACE, PROVIDE RECESSED VALVE t DRAIN BOX 13. DRYER SPACE W/ VENT TO OUTSIDE 14. FORCED AIR UNIT IN ATTIC 15. WATER HEATER W/ P.T.R. VALVE ON 18" PLATFORM IL. 34 METAL FIREPLACE W/ GLASS DOORS + OUTSIDE AIR VENT 11. 48" METAL FIREPLACE W/ GLASS DOORS 18. 19. FLOOR MATERIAL TRANSITION 20. 21. 22. SINGLE SHELF AND POLE 23. DOUBLE POLE AND DOUBLE SHELF 24. MECHANICAL CHASE 25. 30" X 30" ATTIC ACCESS 26. 2X6 STUDS 21• 34" GUARD RAIL 28. STAIR. REFER TO INTERIORS FOR ADD'L INFO. 29. MEDICINE CABINET W/ FRAMELESS MIRROR W/ POLISHED EDGES 30. LINEN CABINET, LOWER STANDARD, UPPER OPTIONAL 31. TELEVISION ALCOVE 32. 36" HIGH PONY WALL 33. 42" HIGH PONY WALL 34. (2) L" X 14" GARAGE EXHAUST VENTS 35. 3" DIA. STEEL PIPE BUMPER GUARD, 36" HIGH, CONC. FILLED U. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY c - )_� 0 HOUSE 2002 S.F. GARAGE 591 S.F. BLDG. DEPT 1 2/5/03 CHECKED DATE SCALE .oOB NO. 2123 SHEE- l.i w Zr rn z c ui O w JJ H QOriLn _`o Q ao Z Q r = W U Y ago O� u O O LA r AR�yi TF \G v DENNIS L WI, 9 07 -31 -03 OF C A�AO U1 Lc J Z V6 =3 w O ��-L w 5 N O C; Ln z C) �ZQ -a w O I- z�� Ltj Q 'T- w Q �- � O U �_Y �oaQ LLLL0 4NFZNNZW L W3aWpauF000 moac`�VVO�W�Nz w��aww�00u>Q wUrQpJOayUA QW U Q0.�010WN() S WFV3SwN AZVa32>wE= jF'u1Z Qa�pF -Op z?V J r a wr U ?3 p wz«AO�pOa�mN 0 =Qa=� uZ.,wWNZ N -Q0 iLF-0 = (kZw ul U UOi_a1WZw0QO0 lu omz JwA O 0 ww ui =wwwa0 ►-v1 :3 Q apnwoozF z aouaz AQOm -W 0 Za > -!n -z N Qf -VAa -0. N W Z �1w oH-<tn a a.00 U� r-pwn= W0.0.Amm1WF -Z�V (� 3 N}WZVOF-r wo waAwww wQ ,nz> lozr000-jzwow FU�a3�Qw��Ua CHECKED DATE SCALE .oOB NO. 2123 SHEE- l.i REAR IA IL 0 2 xb :3)- 4 3 RIGHT SIDE IA LEFT SIDE IA !E ME] I !m mol I !E mmi I O I i+1 O co 14x24 (15 2x4 (10 II II II II II II II II II II II II I FRONT IA - 3 CAR 10' -0" 0 wowdu ELEVATION REFERENCE NOTES O 1. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING G. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER S. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15, G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL, METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER n 3 - 106 .c I HIS NUMBER ACCOMPAN1 ALL INSPECTIONAL REQUEST Z! o z_ —� W d m W w c > N LA co i J U iWuCD N � w nz� U.) c W jam O Ln r ARC l DENNI L. INSON C -9829 J REN. 07 -31 -03 �Q TF OF C q� -�F�� uJ Lc — J Z3 W O w � O`ncr o v7 U _z C) (� N Z Q W va o 0 -J pC W (3- LLI Q m W O U 1 = n z �UaQ Wp0 Kd)r- =WU�iw = �oQU <W4oZo U3 Wz U� O WJp��LQUIF� m�N�uo�W�N° Wa wu�QO�OzYuO Q aWuaa�o =o_weW.�o �� WFV3 NZ ZVa3i>NJIN~ Qom► -p�Op z?�7y_ J OaVY p 2�WJJW� oFp°a�mN O ►- o� Z u�WW,nz O =aaZe JNp <��o Wwow ouwzWLLa�o a OO u uV ~tea = Q w pmi'Wwywwoppmz 0 uJ WW oc a�cvwJOzHo<zm ` T Q �_OU�zQLLOQzw o O za w }�wwwjuOw Uj QF-U00. —Oc z JSW ll<d)0tOUa J Wa�D�mWZOIW�U 2WFZ 3 NaLowww L W0.0WOCW WQNZ} w<oz OV TozrooU _jzwow �Un <3 :QWMWU4 �R aan CHECKED DATE SCALE 1/4 „ 1' -0u JOB NO 2123 SHEET 1.2 4 E REAR IB FRONT IB - 3 CAR rrax 2'- 4,1 RIGTH SIDE IB LEFT SIDE IB II II �I 11 II it II II II II II II II II II II II II II 11 11 II 11 11 ELEVATION REFERENCE NOTES I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8' THICK 4. HARDBOARD LAP SIDING 5. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" D.C. 1. BRICK VENEER S. STONE VENEER 9. STUCCO O/ 2' FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE II. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12, L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE 14. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER s_ I cr �N15 Nv�,�6CR A L RcC on*vvpmp Now 4.Yy _ CHECKED DATE SCALE 1/141, — 11 -011 JOB NO, 2123 J SHEE- J 1 1. 3 W �f ul 'C O lV C i :zi Is Qp�U) L V = F- Go v- N � wNzv- in u j Q o p � O LA r ARCti� DENNIS L. WI ON 829 07 -31 -03 �Q T OF C A\-�FO� — J W O uj Ln U O U I _Z in = W N Q LU LU O U a- O W a- z y- Q � LIJ O U u w uj a'Nf ZNtOZW L <WZ <11��00 Ua WJO��L<V=H� > u�i >UW�Nw�No OC u.00u�< wUr <� JOdYC10 <F�UQa�OSOWNu) =<ZWw� "73 ~NZ 0 QOCF- pHOONZZJY J Davy wtwn Zii a O O Oa Jw Wzoc O w p01 z 7mN =<azcpVzNw.z _O go OVw <N�JQO < Op U UVH� <LWgOomz r {i� O FOwiJWwNW OO Q QOcvW00 O ZaOWLNw�WUOW a~UOa -� u a a Y a- ONWU : <�OWnO J mzwFZ�U � N�WZYNh-L�WN W(L pWDCW W <.J)Z)- V m0ZL0(�NJZWOw FUn <am <wnwu< on*vvpmp Now 4.Yy _ CHECKED DATE SCALE 1/141, — 11 -011 JOB NO, 2123 J SHEE- J 1 1. 3 2 10 (Q) 2x4 typ. II 2 11 2 8 D2 D2 �/ D2 D2 D2 D2 REAR IC FRONT IC - 3 CAR IL 0 2 xL 3 3 RIGHT SIDE IC LEFT SIDE IC 14x24 X15 2x4 uO O m 14x24 15 � 101-00 2x4 (10 II II II II I I I I II II II II II II II II II II II II II II II II LI I I 1� 0 140m 1 ELEVATION REFERENCE NOTES O I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO — 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER 8. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. G XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER - -r I ?, . F, P .,�. p' E PIP 1 At L THIS NUh1f ALL INSPEC' JRaw1, CHECKED DATE SCALE 1/4" _ 1, -0„ Boa NO 2123 5HEE' K ACC NAL Lev STS W Z5 -y .Z w oul ,r >�� a Jw Ir co i Z► U u -i Qn = W U co ul N uj to j� O LA r 0 ARC DENNIS L. WI ON 29 07 -31 -03 OF uj Lc — J W O w ~ (� O 5 FI r vo0 z to cr � z Q LU Uj O :3 O Cr J W a LLI z v w Q cal F- Q N 0 U J Q 2 owc�0 Q NF ZNtnZW t F-OQU Qw0tOz0 U3 Wz OF O - wjJOf'OtQU =�� N7��WILLLOONQ WU-QO jOaYUD U 4W�Qaw<I wNp = U w =ai ~Ua _J Aa�7Y w�wJF Z3 d F<�oo�0aa'mN O u�W� 4 O = ze n ,NOQLLOD Wdw'�W _ 0) &40 O O zz= ZD W Q 10L 'wiw�Q�O v uu �a =wo omz uiIu 'WwwW�O aOnwVOZ��zOQ a ��- uOa��ON Fw u (LvaWU�a�Ow�� J J wiwom 0 =W -X�o 3 N >WZY�F -L�W� waoWww WQNZ} �-0=3Q3:3 <woW04 . F, P .,�. p' E PIP 1 At L THIS NUh1f ALL INSPEC' JRaw1, CHECKED DATE SCALE 1/4" _ 1, -0„ Boa NO 2123 5HEE' K ACC NAL Lev STS SECTION A I I i I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I ❑ ❑ I I 1 RIDGE I I I I I I I I I I I I I I I I I I I I I i 1 1 I I I 1 1 I I I I I I I I I ALIGN ROOF BREAK WITH GARAGE RIDGE 1 Q ;I- P`, Q 1p.4 BREAK PITCH ROOF 4/12 +/- PITCH W 10 OC ROOF FLAN IC REFER TO ROOF PLAN IA FOR ROOF PLAN ---7A \ \ \ \ \ \ \ \ \ \\ i I I 1 C SECTION 8 ROOF PLAN IS REFER TO ROOF PLAN IA FOR ROOF PLAN ROOF PLAN IA SECTION REFERENCE NOTES I. CONCRETE TILE ROOFING 2. ROOF SHEATHING 3. 2X4 STUD WALLS AT 14" O.C. UNLESS NOTED OTHERWISE 4. 2X4 STUD WALL S. MANUFACTURED WOOD TRUSSES AT 24" O.C., SEE MFGRS. DRAWINGS 4. 2X CONV. FRAMING, SPACING AS NOTED ON FRAMING PLANS 1. FLOOR SHEATHING 0/ FLOOR JOISTS S. CONCRETE SLAB 9. EXTERIOR WALL INSULATION, SEE SHEET T -24 FOR R value 10. ATTIC INSULATION, SEE SHEET T -24 FOR 'R' value 11. RAFTER /JOIST INSULATION, SEE SHEET T -24 12. FLOOR INSULATION 0/ UNCONDITIONED SPACES, SEE SHEET T -24 13. 1/2" GYPBOARD WALLS AND CEILINGS 14. 5/8" GYPBOARD AT CEILINGS W/ FRAMING AT 24" O.C. 15. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 14. 5/8" TYPE 'X' GYPBOARD TYPICAL AT FLOOR /CEILINGS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 11. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND CEILINGS OF STORAGE CLOSET UNDER STAIRS ROOF FLAN NOTES ROOF PITCH = 5:12 UNLESS NOTED OTHERWISE ATTIC VENTILATION - ROOF - IA I IC 2002'/300 = 4.44 S.F. = 959 So. IN. GABLE END VENTS, SIMPSON MODEL LI424, (2) 148 30. IN. VENTS = 334 So. IN. MIRAGE TILE VENTS, (2) 95 SO. IN. VENTS = 190 SO. IN. EAVE VENTS = 433 SO. IN. ATTIC VENTILATION - ROOF - IB 2002'/300 = 4.44 S.F. = 959 SO. IN. MIRAGE TILE VENTS, (5) 95 SQ. IN. VENTS = 415 SO. IN. EAVE VENTS = 483 SO. IN. ROOFING: CONCRETE TILE 6 �X77 3- -)v -c,3 t [VIA, o .0 TI -jIS NUM6t ALL INSPECT 4Ev IS, CN L,A F ts* CHECKED DATE SCALE 1/4" = 11-0 JOB NO 2123 SHEE? ,LC .,P NAL R ,Q ITS W :3 .^^ I/I W O C J � J a a °��, • A � CD y L b J Q N U =WOOD aL Wnz�- �_ U 0 r ARCy DENNIS L. SON -9829 �j N. 07 -31 -03 �P OF . Ua 1, - �--- � Z � Z3 W O Uj y— ~I_n O O OLf'cr O z LO U�u nW {� = Q w U.l O U O ---� fY W a- Z Y: Q � W O U J V h Q, oY �Ua l�O -ONFZ�WOw2= l \ W LugQVF=p °� �aawx <o �7�UW�NF -OCNZ Oc wpOU1Q wura0, CV00 awv <aO3iN0 x WEVai aW�-p-Op Z?011 J a O' t7y W=wm"z-9 wz� O=pO�1W 0 >0� ~►wUjzWx N •�O JA � ry 'O �di°Q 9'Q04a1L�0 aoO W � WZZ U O z U 0 iwa°a -j FW4=wO U1U vm w wo ~Jw ww z vU �O i w a <O"wvozF- z °Q wou&z< D<zw zp Za— w>NWONUpW N Q'�Aa -� U z SSW °f �mtYOUa 4 aJwwUw wo %Ow 0 x U a n awiw�HWZO�ro waw► W<u)Zr = °zLOO�nZwO� CHECKED DATE SCALE 1/4" = 11-0 JOB NO 2123 SHEE? ,LC .,P NAL R ,Q ITS REFER TO BASIC ELECTRICAL PLAN FOR ADDITIONAL INFORMATION 125 AMP. ELEC PANEL FIRE STOP PER NEC 300- PROVIDE UFER GROUND SIZED IN ACCORDANCE W/ ARTICLE 250 -94. NEC 250 -81(C) PROVIDE BONDING WIRE TO METAL WATER SUPPLY SYSTEM, OR GROUND ROD. NEC 250 -80(a) t 83. ADDRESS a] SYMBOLS LEGEND 1� FUEL GAS F -$- FIREPLACE KEY HOSE BIB w/ SHUT -OFF 1--� HOSE BIB SWITCH {� 3 -WAY SWITCH f� SWITCH r/ DIMMER {� WATERPROOF SWITCH Q DUPLEX OUTLET FAN DUPLEX OUTLET - GFI I Q DUPLEX OUTLET 1/2 HOT _ 22OV OUTLET P WATERPROOF OUTLET )r_= = ==( BRACKET LIGHT SURFACE MOUNT - CEILING LIGHT* RECESSED FLUOR. LIGHT RECESSED INCAND. LIGHT ;D AR RECESSED INCAND. LIGHT EYE BALL WATER HEATER NOTES WATER HEATER SHALL BE STRAPPED TO THE STRUCTURE TO RESIST SEIMIC LOADS. STRAPS SHALL BE WITHIN THE UPPER AND LOWER 1/3 OF HEIGHT WITH THE LOWER STRAP 4" MIN. ABOVE THE CONTROLS. PER UPC 510.5. ELEC. NOTES PENDANT (or chandelier) u JUNCTION BOX EXHAUST FAN and FLUOR. LIGHT QOO LIGHT BAR Q SMOKE DETECTOR �TJ 4Y EXHAUST FAN and LIGHT Q EXHAUST FAN QOO LIGHT BAR Q SMOKE DETECTOR �TJ THERMOSTAT I� PUSH BUTTON ® CHIMES I-4 TELEPHONE I Q TELEVISION _ LUMINOUS CEILING L - - -J >� )r_= = ==( UNDER CABINET FL. LIGHT * CEILING LIGHT W/ BOX TO ACCEPT OPTIONAL FAN /LIGHT IN BEDROOMS FAU NOTES PROVIDE SWITCH, LIGHT, OUTLET t FUEL GAS IN ATTIC FOR FAU. PROVIDE 30" CLEAR IN FRONT OF FAU t 24" WIDE SOLID FLOORING FROM ACCESS TO FAU. BATHROOMS SHALL HAVE 20 AMP CIRCUITS KITCHEN SHALL HAVE 2 - 20 AMP. CIRCUUTS DINING ROOM SHALL HAVE 20 AMP CIRCUIT REFER TO SECTION ILA OF THE GENERAL NOTES FOR ADDITIONAL INFORMATION. C,y 0L L 1 lI7IS, NI_jN`,EhLR r C ALL INSPECTIONAL CHECKED DATE SCALE JOB NO. 2123 SHEET SPAN iG7 QUESTS W 73 z Z O> W W � > .. Qo(� tf) 4 a ��r i Q °° z d Q� =W�m _ o Y s WinZcr >� Ln r ;D AR �S �F0 DENNI LKINSON C -9829 EN. 07-31- 3 TF D� OF C AL�F Lu �_ lL (� :3 U1 O f- LU O E v W_ OL'I o O Uou Z = (- W _ N z Q .j LU o 7 O Lu W z � � UJ Q m W � O U w �y 3U3Q w -O 1-040 ~ WOWz W3o�p=QV0�0 m�'nVU�pNWD:uQiOz � > >�waLLpOmQ aWUQawp20w"o OS wFV32NZ zu 32 >t)Wt6 Q��pHOp z?vY J 01 ov h o wZ& oFooa�m�, On 2�aZ�pU�Nw�nz �QVQO► O= =�� 2570 UJ aOp _TOUFw-ZWIL U UU W <LWO Omz p W� �J� WW m Wdjom2 wwNJwO Q <W�7pZF:3zpQ Na -UJ Z_ ILWUzpz z h Q�uoa_w ►w o <niciva Z J2W f a7Juw= Y j z:IWWO J wiwow SwFZ�-u 3 N )-WZYmFL =WW r WaOWol W WQtnZY FU =QaQQwnwoA CHECKED DATE SCALE JOB NO. 2123 SHEET SPAN iG7 QUESTS O i C'4 38' -0" cD i O ('4 �r r 38' -0" PLAN REFERENCE NOTES • N PORCH I. DOUBLE SINK W/ 1/2 HP DISPOSAL 21. LINE OF FLOOR ABOVE LxL POSTS 2. DISHWASHER 22. SINGLE SHELF AND POLE G 3. SLIDE -IN RANGE AND OVEN WITH EXHAUST HOOD 23. DOUBLE POLE AND DOUBLE SHELF AND VENT ABOVE 24. MECHANICAL CHASE 4. 25. 30" X 30" ATTIC ACCESS L' -4" I1' -O" lot S. REFRIGERATOR SPACE. PROVIDE COLD WATER LINE 26. 2X4 STUDS L. PANTRY 21. 31." GUARD RAIL - OPTIONAL 1. 42" HIGH RAISED COUNTER TOP 28. STAIR PARTIAL at '13' ELEVATION 8. SHOWER W/ SHATTERPROOF ENCLOSURE 29. MEDICINE CABINET W/ FRAMELESS MIRROR t POLISHED EDGES 9. OVAL TUB 30. LINEN CABINET 10. TUB /SHOWER W/ OPTIONAL SHATTERPROOF 31. TELEVISION ALCOVE IV ENCLOSURE II. SHELF - OPTIONAL WALL CABINET ABOVE 32' 3L" HIGH PONY WALL i 33. 42" HIGH PONY WALL 12. WASHER SPACE, PROVIDE RECESSED VALVE AND r L DRAIN BOX 34. (2) " X 14" GARAGE EXHAUST VENTS ) 1 13. DRYER SPACE W/ VENT TO OUTSIDE 35• 3" DIA. STEEL PIPE BUMPER GUARD, 34" HIGH, CONC. �y FILLED 14. FORCED AIR UNIT IN ATTIC 31.. 5/8" TYPE 'X' GYPBOARD TYP. AT WALLS COMMON PORCH �- IS. WATER HEATER W/ P.T.R. VALVE ON 18 " PLATFORM TO HOUSE AND GARAGE ON GARAGE SIDE ONLY LxL POSTS f 14. 34 METAL FIREPLACE W/ GLASS DOORS 31. 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS rrr_. W/ OUTSIDE AIR COMBUSTION AIR KIT at I4" O.C. PER ICBO REPORT NER 200, SEC. 3.5.4v111LLL/_%�J11��'1 i1�% 1Li11Li1' at FLOOR /CEILINGS COMMON TO HOUSE AND GARAGE „ 11. ON GARAGE SIDE ONLY 18. CEILING TRANSITION 38. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND 19. FLOOR MATERIAL TRANSITION CEILINGS OF STORAGE CLOSET UNDER STAIRS. 20. SOFFIT PARTIAL at 'C' ELEVATION - J�'lll 3� TABULATIONS FIRST FLOOR 925 S.F. SECOND FLOOR 1214 S. F. TOTAL P ,; " j4140 4. GARAGE THIS NUM :L�k *-fR ALL INSPECTIONAL REVISION, JN'E B` BLDG. DEPT 1 2/5/03 e W Z3 W w p W c > %aL <() Ci LA • A Q 0 0 i U J Q h _ U 2WUGo b Q7W.. N Z .(r -u > 0 r ARCM v T v � DENNIS L. W N 9 �l 07 -31 -03 F OF C PA, O U) LLI • - J � z- :3Wo 1LI ~ L' o p U C; o Z = W Q v cn z O � U O W (37 LLI z W V Q ~ U Q �? a W ► OQu=WOWZ U3 WZaupoOo wJ� ~ ° =a0 =►=-, :' UVONWwyQ u'i >:3(Y W u a00u) ~tea ~�Oa W «vQagpzOWNp I WFV3 Ni XV�3IWNNt�~ aaF-0� -00 ZFO n �avY W =WQHZ3 0 wz�oOFOZa��N r IQXaXrVa�U"~W0HOZiQNZW i<0OOZ aOW�Q'W7 J °O }WLWpOVmU UV Z z I Q <0'. .170ZFinZ 4 Z aouotX< Qa =a o zF oa�'�oNU °w Q Y a09nuiu,w -OWmr 1 WaaONgo WFX��1 FU5Q3 :3 W :3wU< CHECKED DATE SCALE 1/4" = 1' -O" JOB NO, 2123 SHEET �. &ANY QUESTS DI D2 DI LEFT SIDE ELEVATION FRONT ELEVATION 2A - 3 CAR RIGHT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES 2X4 2X4 ffel, : -5 - c,3 I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE c W r 3. 3 COAT STUCCO - -1/8" THICK 4. HARDBOARD LAP SIDING �� QLn =W()00 S. SHAKERTOWN SHINGLE SIDING G. EXT. PLYWOOD W/ IX3 BATTONS at 12" D.C. o � 1. BRICK VENEER 8. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT DENNIS INSON ID. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE REN. 07 -31 -03 �Q II. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. L XIO OUTLOOKER ua 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL � o 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE p v m ' 14. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER THIS NIWABEr z ALL INSPECTIC REV:&ON DATE BY ill NLLh CHECKED DATE SCALE JOB NO, 2123 SHEET - 2.1 2 . I CCVPv1PANY AL REQUESTS W Z c W r O W c > 4.2 ~ 4 QO�co ir Q i Z �� QLn =W()00 _ o t o5 UJI WNzir o � O LA r _U ARC DENNIS INSON C-9829 REN. 07 -31 -03 �Q O� OF C A-�F . ua LL _ z- � o �wLn C) U C; z = W N c!) z Q J o W wow W Y Qro F- Q O U Q JZ Q W �-Y 0.p0 ,YU3a �oau aW4LZw Q U3 WZ u ~O °o WJ6 ~ --X: 2F� U m�mvU Waozz N > >�Wa�00v�a ~Ea~J00. W IL a _W f"Q40..a0 zO WN0 zU WFUa uwii ZUa91 mom 4w,40 00 zzov _ Q asY WLW"ZJ I O FziO0 ,100c,%: 'W..Z Q a 0.aUa0 °Q =0.oW W ) . oavx'o° Q Oq=rUWiw�Q�O O UULLwaJ =O omz U) wW °mH WWNW0.0 w�g0.Ow z N Za�V00. N UFoi W z Jzw °�aw�oua 0. g0)Hi0 _„1 u wioWWO J wa�oN zwPz► -U 3 N} WZYNHL-3 0 i 1 w(LowwW w<OZ)-- 20zroQw -jZWO0. ►- U7a3maw5LLU4 ill NLLh CHECKED DATE SCALE JOB NO, 2123 SHEET - 2.1 2 . I CCVPv1PANY AL REQUESTS \12 EDGE LEFT SIDE ELEVATION FRONT ELEVATION 28 - 3 CAR RIGHT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO — 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING 4. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER 8. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. 4 XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL IS. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER 2X4 2X4 2X4 2X4 -;.,, - C-?) CHECKED DATE SCALE 1/4" = 1' –O" JOB NO 2123 SHEET 2.3.1 W Zr z N �' W oWE'::i r a F- 4 QoNLn o a ��r 0 Q 0 U Qci =WuOD — u p wNZF to Q Ly o° Lin r ARC USED DENNIS SON -9829 tip N. 07 -31 -03 F OF C AQFO w w �w210- p U C; o z �o . cr UJ W U O -j W w Z W co F-- oc � 0 U JZ Q W �Y �U3< ADO :i� �( Q�F.Z�N2W u3aU=Qugrpoc WJQWO <U F-0 l � mw �VUpNNi m>>WWa7N 0 OCwo V ~�Q~ i0 W WU- OJ t � =UO <W ~<0.�QSOWN� U WFU3 OF "Z2 <RFo -oo Y J J O F 4LL3mN _ Z WZ &O�O �< ==Qw0p Q 1<1Zr Q -WWN= <<ZZ wZw vOQ�VWZWQQ4O OUpv ?~Y omz w ,� wWpm =JWw�Wao < <OcvW�7QzF�ZOF- X ia9Wamo<cpwUOw N <lUQ0.—LL w Z Jxw QF- <aKOUa Y aOOLjuD ZoWKo SWF-Z 3 WN�WZYWF -L3WNV w W0.pWKW wQNZY 0 ►-- 05<a3<w5wo< CHECKED DATE SCALE 1/4" = 1' –O" JOB NO 2123 SHEET 2.3.1 I 2 O 4 18 8 DI D2 D2 LEFT SIDE ELEVATION FRONT ELEVATION 2C - 3 CAR RIGHT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES 2X4 2X4 2X4 2X4 L � I. W 2. Z W ,r O c' W L i jl m i a- SECTION - A SECTION - C I I I I r- t I I I I I STUCCO SOFFIT ROOF PLAN 2C REFER TO ROOF PLAN 2A FOR TYP. INFO. I I I I r- I I I I I I ' SED ARCy� I RIDGE i -I RIDGE i -I I I I I I , , I I I I I I I 1 I I I RIDGE I I I I I I I t I I I I I I , I I z — J - rr�T� --�r /I W — - -- — — — J_ _ I RID L--- - - - - -- o �o�o z STUCCO SOFFIT ROOF PLAN 2C REFER TO ROOF PLAN 2A FOR TYP. INFO. I I I I r- I I I I I I ROOF PLAN 2E3 REFER TO ROOF PLAN 2A FOR TYP. INFO. SECTION - 8 SECTION REFERENCE NOTES 1. CONCRETE TILE ROOFING 2. ROOF SHEATHING 3• 2X4 STUD WALLS AT 16" O.C. UNLESS NOTED OTHERWISE 4• 2X6 STUD WALL S. MANUFACTURED WOOD TRUSSES AT 24" O.C., SEE MFGRS. DRAWINGS 6. 2X CONV. FRAMING, SPACING AS NOTED ON FRAMING PLANS I. FLOOR SHEATHING O/ FLOOR TRUSSES S. CONCRETE SLAB 9. EXTERIOR WALL INSULATION, SEE SHEET T -24 FOR R value 10. ATTIC INSULATION, SEE SHEET T -24 FOR 'R' value 11. RAFTER /JOIST INSULATION, SEE SHEET T -24 12. FLOOR INSULATION O/ UNCONDITIONED SPACES, SEE SHEET T -24 13, 1/2" GYPBOARD WALLS AND CEILINGS 14, 518" GYPBOARD AT CEILINGS W/ FRAMING AT 24" O.C. I5. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 16. 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS at I6" O.C. PER ICBO REPORT NER200 SEC. 3.5.6 at FLOOR /CEILINGS COMMO TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 11. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND CEILINGS OF STORAGE CLOSET UNDER STAIRS STUCCO SOFFIT ROOF PLAN NOTES ROOF PITCH = 5:12 UNLESS NOTED OTHERWISE ATTIC VENTILATION 1216'/300 =4.05 S.F. = 583 SO. IN. GABLE END VENTS, SIMPSON MODEL L1424, (2) 168 SO. IN. VENTS = 336 SO. IN. EAVE VENTS = 246 SO. IN. ROOFING: CONCRETE TILE ------------------ — ------------------ I I I I I I r- I I I I I I I I I I I I I I i I I -� I RIDGE I I I I I I I I I I I I I I I I RIDGE —t I ( I---- - - -T -- 1 I � I I i w .6 w / D 2 L - - - - - -- o , �--, - - - -- ----- - - - - ROOF OCCURS at 3 CAR OPT, ROOF PLAN 2A STUCCO SOFFIT 16 J2 Of er :E to 2 c, staU Vic)) �a�a. or cr, U y< . uL�l .--, ' SED ARCy� RIDGE i -I 29 Jj 07 -31 -03 I 1 I I I , , I Uj I t I I I I I I , I I z — J - W I I I I RID E o �o�o z J J � W_ � O U O --� lY W W 0 U I-- - - - - -7- 4m�ZmmzW aZaUO000 N U3 w Ln:3 :3 WOmWamDz LLOOma WUraO-jpQyVO Q Ifl aWF a0.�pSOWNO ZiU WHVJ U )ui~ A -0 _00 Q�►-O► p z?o_v �al7Y wrUj Z3 M— O wzi pFp °aJwa vI n WaU000 Z71 in z H apwFWay ~��O 6 O s1W-w <=WQO0m Z 0 wwtw m=:5Ew,O a apl`�W170=F Z a z z "I!nwu9z 6N U N a,Uc)c_ Uw z � =w OFam «civa V avmWUmwi�WwO ul't' =w1w 3 KwZVmFrDz iu waUWww waUJ OSOZLppm�zw0� �U�aa�aw�ocUa 1 IjP W L--- - - - - -- I I OL I -- - - - - - - - - - - - - - - - - - I ROOF PLAN 2E3 REFER TO ROOF PLAN 2A FOR TYP. INFO. SECTION - 8 SECTION REFERENCE NOTES 1. CONCRETE TILE ROOFING 2. ROOF SHEATHING 3• 2X4 STUD WALLS AT 16" O.C. UNLESS NOTED OTHERWISE 4• 2X6 STUD WALL S. MANUFACTURED WOOD TRUSSES AT 24" O.C., SEE MFGRS. DRAWINGS 6. 2X CONV. FRAMING, SPACING AS NOTED ON FRAMING PLANS I. FLOOR SHEATHING O/ FLOOR TRUSSES S. CONCRETE SLAB 9. EXTERIOR WALL INSULATION, SEE SHEET T -24 FOR R value 10. ATTIC INSULATION, SEE SHEET T -24 FOR 'R' value 11. RAFTER /JOIST INSULATION, SEE SHEET T -24 12. FLOOR INSULATION O/ UNCONDITIONED SPACES, SEE SHEET T -24 13, 1/2" GYPBOARD WALLS AND CEILINGS 14, 518" GYPBOARD AT CEILINGS W/ FRAMING AT 24" O.C. I5. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 16. 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS at I6" O.C. PER ICBO REPORT NER200 SEC. 3.5.6 at FLOOR /CEILINGS COMMO TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 11. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND CEILINGS OF STORAGE CLOSET UNDER STAIRS STUCCO SOFFIT ROOF PLAN NOTES ROOF PITCH = 5:12 UNLESS NOTED OTHERWISE ATTIC VENTILATION 1216'/300 =4.05 S.F. = 583 SO. IN. GABLE END VENTS, SIMPSON MODEL L1424, (2) 168 SO. IN. VENTS = 336 SO. IN. EAVE VENTS = 246 SO. IN. ROOFING: CONCRETE TILE ------------------ — ------------------ I I I I I I r- I I I I I I I I I I I I I I i I I -� I RIDGE I I I I I I I I I I I I I I I I RIDGE —t I ( I---- - - -T -- 1 I � I I i w .6 w / D 2 L - - - - - -- o , �--, - - - -- ----- - - - - ROOF OCCURS at 3 CAR OPT, ROOF PLAN 2A STUCCO SOFFIT 16 J2 Of er :E to 2 c, staU Vic)) �a�a. or cr, U y< . uL�l .--, W to m W r lU c > J J F- 4 QO�LA CO Q n 2WUco 0 v 05Lj- N WNZ(r Q O ( O r SED ARCy� v DENNIS L. WILK N 29 Jj 07 -31 -03 OF C A� \F O Uj U_ • Ui z — J - W U) o �o�o z z Q J � W_ � O U O --� lY W W z�,AW U u W 4m�ZmmzW aZaUO000 N U3 w Ln:3 :3 WOmWamDz LLOOma WUraO-jpQyVO Q Ifl aWF a0.�pSOWNO ZiU WHVJ U )ui~ A -0 _00 Q�►-O► p z?o_v �al7Y wrUj Z3 M— O wzi pFp °aJwa vI n WaU000 Z71 in z H apwFWay ~��O 6 O s1W-w <=WQO0m Z 0 wwtw m=:5Ew,O a apl`�W170=F Z a z z "I!nwu9z 6N U N a,Uc)c_ Uw z � =w OFam «civa V avmWUmwi�WwO ul't' =w1w 3 KwZVmFrDz iu waUWww waUJ OSOZLppm�zw0� �U�aa�aw�ocUa JRAwN CHECKED DATE SCALE 1/4" = I' - O" JOB NO. 2123 SkEE- fJiJh1BER HL�UMF'A�1 ALl 4 SYMBOLS LEGEND F-�- FUEL GAS F$ FIREPLACE KEY Fes- HOSE BIB e/ SHUT -OFF +- HOSE BIB SMOKE DETECTOR SWITCH {Ot-0 3 -WAY SWITCH -b+n SWITCH w/ DIMMER CHIMES WATERPROOF SWITCH TELEPHONE DUPLEX OUTLET TELEVISION DUPLEX OUTLET - GPI LUMINOUS CEILING DUPLEX OUTLET 1/2 HOT 220V OUTLET =11�0P WATERPROOF OUTLET OPTIONAL BRACKET LIGHT SURFACE MOUNT - CEILING LIGHT* �F - RECESSED FLUOR. LIGHT RECESSED INCAND. LIGHT VRECESSED INCAND. LIGHT EYE BALL 5 AMP. ELEC PANEL RE STOP PER NEC 31 ROVIDE UFER GROUNC ZED IN ACCORDANCE / ARTICLE 250 -94. EC 250 -81(C) ROVIDE BONDING WIR! TO METAL WATER SUPT SYSTEM, OR GROUND 5 NEC 250 -80(a) t 83. PENDANT (or chandelier) Q JUNCTION BOX -- - - - - - - - - - - - - - - - - - - - I I I I I I 1 I FAU NOTES PROVIDE SWITCH, LIGHT, OUTLET t FUEL GAS IN ATTIC FOR FAU, PROVIDE 30" CLEAR IN FRONT OF FAU t 24" WIDE SOLID FLOORING FROM ACCESS TO FAU. NOTE: BRACE ALL CEILING ELECTRICAL BOXES AT DINING, FAMILY AND ALL BEDROOMS. USE METAL PANCAKE 'J' BOX AT THESE SAME LOCATIONS. WATER HEATER NOTES WATER HEATER SHALL BE STRAPPED TO THE STRUCTURE TO RESIST SEIMIC LOADS. STRAPS SHALL BE WITHIN THE UPPER AND LOWER I/3 OF HEIGHT WITH THE LOWER STRAP 4" MIN. ABOVE THE CONTROLS. PER UPC 510.5. 150 AMP. ELEC PANEL FIRE STOP PER NEC 300 -21 PROVIDE LIFER GROUND SIZED IN ACCORDANCE W/ ARTICLE 250 -94. NEC 250 -81(C) PROVIDE BONDING WIRE TO METAL WATER SUPPLY SYSTEM, OR GROUND ROD. NEC 250 -80(a) t 83. f/ 1 Y^ f4 G 7 T2'7 -Z 11L�Li _..� �11L%1�21� %11G11v� 1� PARTIAL at 'B' ELEVATION EXHAUST FAN and FLUOR. LIGHT EXHAUST FAN and LIGHT O EXHAUST FAN LIGHT BAR Q SMOKE DETECTOR THERMOSTAT I-� PUSH BUTTON ® CHIMES F4 TELEPHONE TELEVISION I - i LUMINOUS CEILING l___J )r_= = ==( UNDER CABINET FL. LIGHT * CEILING LIGHT W/ BOX TO ACCEPT OPTIONAL FAN /LIGHT IN BEDROOMS FAU NOTES PROVIDE SWITCH, LIGHT, OUTLET t FUEL GAS IN ATTIC FOR FAU, PROVIDE 30" CLEAR IN FRONT OF FAU t 24" WIDE SOLID FLOORING FROM ACCESS TO FAU. NOTE: BRACE ALL CEILING ELECTRICAL BOXES AT DINING, FAMILY AND ALL BEDROOMS. USE METAL PANCAKE 'J' BOX AT THESE SAME LOCATIONS. WATER HEATER NOTES WATER HEATER SHALL BE STRAPPED TO THE STRUCTURE TO RESIST SEIMIC LOADS. STRAPS SHALL BE WITHIN THE UPPER AND LOWER I/3 OF HEIGHT WITH THE LOWER STRAP 4" MIN. ABOVE THE CONTROLS. PER UPC 510.5. 150 AMP. ELEC PANEL FIRE STOP PER NEC 300 -21 PROVIDE LIFER GROUND SIZED IN ACCORDANCE W/ ARTICLE 250 -94. NEC 250 -81(C) PROVIDE BONDING WIRE TO METAL WATER SUPPLY SYSTEM, OR GROUND ROD. NEC 250 -80(a) t 83. f/ 1 Y^ f4 G 7 T2'7 -Z 11L�Li _..� �11L%1�21� %11G11v� 1� PARTIAL at 'B' ELEVATION PARTIAL at 'C' ELEVATION I, 1 V c, a r 111LLL/_/1 Lj —, �,- PARTIAL at 'C' ELEVATION k B� W w .� O w E > q Q p cr co Q .'1 1 CD O u o5w-- d) w�z� Q L p �� LA r ��,D ARCM �G DENNIS L N 829 �j 07 -31 -03 �Q � OF CA p� L- F_ - • — J z - 73 w O cr O Uov Ln z o �za ci w uj () o -� w LU z w V Q F- O U �u w � Q W �y WU3Q 'Lij Q'yFZNNZw t U0QUzaUorzw W9 Fo O W _jpFO =!uxP-' g06ug -'w t,nOz OnDWWuu00O< wUE <ojgvuo W QWUQ0. '40=OwNp I WH403 �w<') Z40a3I�01NilIF Awe -o-oo z=O_V a0mN ?Q }UeH40z w N 0�- fauaLLQO=Zwwoui W � O�i7HrOD z flOicUWFU��JO U uVF"Wi=luo Omz 1 \ O Wu- 1 Dr WW O HO I W N Q aOnw�70=�,z0< Z �=QILW 40 oz ��.��/// ZF NwON F- W C)a 4 Y (LoNWoza -Gwmi mWzl1--wo 1 J wawON =w� zF�U m %WZYNI -L7WN wapwaw wQ,nzr IOztOpN�zwOa FUG <3�dw�ocU< CHECKED DATE SCALE 1/4" = JOB NO 2123 SHEET it, 1 R A ( ALL INSi,ECYIONAL QU c, k B� W w .� O w E > q Q p cr co Q .'1 1 CD O u o5w-- d) w�z� Q L p �� LA r ��,D ARCM �G DENNIS L N 829 �j 07 -31 -03 �Q � OF CA p� L- F_ - • — J z - 73 w O cr O Uov Ln z o �za ci w uj () o -� w LU z w V Q F- O U �u w � Q W �y WU3Q 'Lij Q'yFZNNZw t U0QUzaUorzw W9 Fo O W _jpFO =!uxP-' g06ug -'w t,nOz OnDWWuu00O< wUE <ojgvuo W QWUQ0. '40=OwNp I WH403 �w<') Z40a3I�01NilIF Awe -o-oo z=O_V a0mN ?Q }UeH40z w N 0�- fauaLLQO=Zwwoui W � O�i7HrOD z flOicUWFU��JO U uVF"Wi=luo Omz 1 \ O Wu- 1 Dr WW O HO I W N Q aOnw�70=�,z0< Z �=QILW 40 oz ��.��/// ZF NwON F- W C)a 4 Y (LoNWoza -Gwmi mWzl1--wo 1 J wawON =w� zF�U m %WZYNI -L7WN wapwaw wQ,nzr IOztOpN�zwOa FUG <3�dw�ocU< CHECKED DATE SCALE 1/4" = JOB NO 2123 SHEET it, 1 R A ( ALL INSi,ECYIONAL QU Gp I QJ n 38' -0" BEDROOM 3 OPTION SERVICE W 4 O H OPTIONAL CLOSET MASTER SUITE SEI OPTIONAL LINEN r PLAN REFERENCE NOTES 38' -0" TER W c W J c QQn� E I. DOUBLE SINK W/ 1/2 HP DISPOSAL 14. FORCED AIR UNIT IN ATTIC 28. STAIR te ? N u u � a' 2. DISHWASHER I5. WATER HEATER W/ P.T.R. VALVE ON 18" PLATFORM 29. MEDICINE CABINET W/ FRAMELESS MIRROR W/ POLISHED EDGES v � DENNIS L. W N S. SLIDE -IN RANGE AND OVEN WITH EXHAUST HOOD ic. 34 METAL FIREPLACE W/ GLASS DOORS 30. LINEN CABINET LOWER STANDARD, UPPER OPTIONAL L I J cal J �, AND VENT ABOVE W/ OUTSIDE COMBUSTION AIR KIT 31. TELEVISION ALCOVE w0Q `t "U <� 4 LU z LLj i 11' IQU cn 32. f-- d O a Q 'j z c- tY 34" HIGH PONY WALL (�[ cy z S. REFRIGERATOR SPACE. PROVIDE COLD WATER LINE 18. CEILING TRANSITION 33. 42" HIGH PONY WALL < J7 a w �Y �U3< ADO "s'`"�s c. PANTRY 19. FLOOR MATERIAL TRANSITION 34. (2) c" X 14" GARAGE EXHAUST VENTS TABULATIONS �1 S�L`t` 1. 42" HIGH RAISED COUNTER TOP 20. SOFFIT 35. 3" DIA. STEEL PIPE BUMPER GUARD, 34" HIGH. CONC. on �QU <OOQz= ('Zw 8. SHOWER W/ SHATTERPROOF ENCLOSURE 21. LINE OF FLOOR ABOVE Q Z'40NWOOFzz < wou &z< p <zw FILLED FIRST FLOOR 1446 S.F. 9. OVAL TUB 22. SINGLE SHELF AND POLE 34. 5/8" TYPE 'X' GYPBOARD TYP. AT WALLS COMMON SECOND FLOOR 1006 S.F. 10. TUB /SHOWER W/ OPTIONAL SHATTERPROOF 23. DOUBLE POLE AND DOUBLE SHELF TO HOUSE AND GARAGE ON GARAGE SIDE ONLY ENCLOSURE 24, MECHANICAL CHASE 34• 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS TOTAL 2452 S.F. IL SHELF - OPTIONAL WALL CABINET ABOVE at 14" O.C. PER ICBO REPORT NER 200, SEC. 3.5.4 25. 30" X 30" ATTIC ACCESS at FLOOR /CEILINGS COMMON TO HOUSE AND GARAGE 3 GARAGE 618 S.F. 12. WASHER SPACE, PROVIDE RECESSED VALVE AND 24. 2X4 STUDS ON GARAGE SIDE ONLY DRAIN Box TWO CAR GARAGE 460 S.F. 21. 34" GUARD RAIL - OPTIONAL 31. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND 13. DRYER SPACE W/ VENT TO OUTSIDE CEILINGS OF STORAGE CLOSET UNDER STAIRS. REv15,0N D4'E B` BLDG. DEPT 2/5/03 CHECKED DATE SCALE JOB NO. 2131 SHEET 3.1 W c W J c QQn� 2WuLn _ O � WNW J te ? N u u � a' O to r D ARCylTF v � DENNIS L. W N 9 07 -31 -03 OF C P, \FO L I J cal J �, LLI Q w0Q `t OC 0 .j LU z LLj i R IQU cn z f-- d O a Q z c- tY Q (�[ cy z U < J7 a w �Y �U3< ADO Q�F_Z�N=W L u3 <w= <u�ogo W�pFOLaU2f -� wUr <O -OaYVU <W�_ «<zu3iNo = WF Ni s ih O wax>QNZZ Y �J -jw3 wzi olooa C14 3: � ~ «mac ~U'WNmZ on �QU <OOQz= ('Zw a a4ir ~w► -N ~lbo U =JWwoNOWN U W~ U ~WQ w00=wVwOmO Q Z'40NWOOFzz < wou &z< p <zw O Z0.- WWaON U Ow Qi Q=w OFalloujpr mWZV -W0 W��w z 3 0 oz w0,L7wo wapw�W W <Nz}- OSOzLOOtn _izwow FUD <3:3 <W:)0.U< CHECKED DATE SCALE JOB NO. 2131 SHEET 3.1 2X8 IL RIGHT SIDE ELEVATION 8 I2 101 -0" b 14X24 CIS r 4" W l MW 0 LEFT SIDE ELEVATION II it h— _ _ _ _ _ _ — — _ _ _ r _ _ — _ — 11 II II II I II II II II I II II II II II II II II II II II II I FRONT ELEVATION - 3A - 2 CAR REAR ELEVATION 9 2 ^0^ 1, I 2 )2 E MW LWA ELEVATION REFERENCE W z c W v O UJ t > J d Q O co • A v, f Q co a -1 I-< I Z U Ln =WU0`0 Y ujtn 3 COAT STUCCO — 1/8' THICK t2 z I N j 8 5 L 5 9 -OM DI DI D2 D2 DI RIGHT SIDE ELEVATION FRONT ELEVATION — 3A — 3 CAR LEFT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8' THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER S. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12, L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER CHECKED DATE SCALE 1/4" = 1' -0" joB NO. 2123 SHEE' 3 .2.1 W m Z OWc Qo�OD � a Jw i Q Z U e Qn T 0 Ln Q 0 b 05 *— i (n t' UJ z al L O L y O Ln r AR cy�T v O'A DENNIS L. sm -9829 (1) N. 07 -31 -03 �Q OF C UJ TWO Ln �cn�O O O Z Uo o C) T w o < lU JCi aj U O Iy W Z a W Q N 0 U n' Q J W Z W Z �Y :,U3Q ~Z'nwOWz Q U3aWZaU ~O00 W�p��LQUIH� U N > =3w u-WOCyZ OC �OOM< FE:Q~O-JoQ W WU� 0.YU0 QWVadpaCp20wn_Wi0 WFV3 N2 I OQ�O=Q��Z2 Y - � J N Oal7Y WLWJF -Z3 WQ�OOFpOa »N 4 O Ory �NaQr °07`nT.? o °�ZWoQ�o U UU Wa=wO vmz O WO =JW wwwg Q Q °f1WVOZ=�ZOQ `� %' = ia�w�N�LLwcaioz ui N QF�joa -apN HW Z �zw OFQaRC�Ua aV_NUm w wi�WOO w )-�QN ZWr -zuU 3 Y Nf -L7W Lu WaoWaW WQtnz> 0 FU�Q3�W Q5wwo< CHECKED DATE SCALE 1/4" = 1' -0" joB NO. 2123 SHEE' 3 .2.1 2X8 LEFT SIDE ELEVATION 8 14 �i 14X24 CIS r 4" H MW RIGHT SIDE ELEVATION AE II II — FRONT ELEVATION - 3B Ii---- IF— — — — — — — — — — — — r - - — — — -- — — — — — — — — — — — — — — — II II I II II II II I II II II I1 II REAR ELEVATION o, ----- -------- m In 1 >2 l MW ELEVATION REFERENCE NOTES I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER 8. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE II. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER _ I io i b- RE,/ SiCN 1 B, W _Z3 111 `r J OW C i v Q- QQ�Ln V I a Q co Z X d uJEn J d) � r r v > o- � r ARcti /� v DENNIS L. WILKIN c- tlj R 7 -31 -03 u: uj LLI :3 w O o' Ln 6 O cr U p Q O Z ov� to = w - c- � wC)uo lU z '9 LL, u Q�w Q q- UJI wu J aC tr O U �Y �(j3Q pC00 HOQV `�wpwz U3 wzQU�000 ��VUp�WrYai m > >aWa�00�nQ �r Q ~JOB w I QH�Qa�O =Ownwiz 1U W> Ua2Ni zUa3S vf�vi~ -A �<1p► Op zz� J u, n QaoY w =WaiF =3 p wza OFpQa�mN =aa��pU'Nw�nz Q >Op=O11W�N�1QQ �O F U UV ~WQ=WOOVMz Q N wWpmH�wwNwaO Q QprvwvOZ �zpQ z Za�waN�LLwUDi N Y Q�= � o8a 's-a<praN� QUFI - 00uz0, Ww- o w 3 N> W2YN1V>W'- WaQiUQW WQNZ)- W 1-- u ?a3 'n <WDW04 CHECKED DATE SCALE 1/4" = 1' -0" Jog NO 2123 5HEE- 3.3 DI DI D2 D2 LEFT SIDE ELEVATION FRONT ELEVATION — 38 — 3 CAR RIGHT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES 1. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8" THICK 4. HARDBOARD LAP SIDING 5. SHAKERTOWN SHINGLE SIDING 4. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. 1. BRICK VENEER c c, S. STONE VENEER J Lj 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL 15. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER RE ✓�5 ON :;F+T E d ✓k.: N CHECKED DATE SCALE I/4" = 1' —O" JOB NO. 2123 SHEET 3.3.1 W Z3 Zw`� >� J C F QOL(1 to v / a J1: Ir QD i Q z b J QN WNZ� N cA L w j r � DI DI D2 D2 ,11 2X8 IL RIGHT SIDE ELEVATION 8 12 10' -0" �i 14X24 IS N 2X4 0 a Q II II F— _ _ _ — _ _ _ _ _ _ _ II II II II II II II II 11 II II II II II II II II it II it , FRONT ELEVATION - 3C - 2 CAR 0 �y 1� I� 1 1� I 1 SHUTTERS TO MATCH ---- FRONT ELEVATION at LOT 34 9 r i= 8 DI (i) LEFT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES s 1 i I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. ? ` 1. BRICK VENEER 8. STONE VENEER 9. STUCCO O/ 2" FOAM WAINSCOT Ct jr E. f. U tC r) Ur � I Cs 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE "'C 11. 2 X RESAWN TRIM SEE ELEV. FOR SIZE 12. L XIO OUTLOOKER 13. SHUTTER SEE ELEV. FOR SIZE 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALL IS. G.I. LOUVER ATTIC VENT SEE ELEV, FOR SIZE 1HiS N A - IL. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER ALL INSF EC1 ZONAL K REVi5iON L;:-E Br Ul Z z W OW c > ,, �— o ap�Ln 00 2L a Z om co O =W Y N Lu (n L 0 r ARCh� T vA DENNIS L. SON 829 N. 07 -31 -03 w Cn Z J UJ O OC O O Z 0 C) c1) z ww ui wouo —a w w �- lu Z � r- Y Q�W Q U r- QJZ (L w OY 'U3a wul or nd)zw U u3aW=auP000 ma,�uoopNWOCtoz el17 ��WLLLLOOma �Wr'N�JZa�uW ' al- Va0.�QSOWNO wFV3 NZ 2Va3 =�tf)NdM~ ate► -o►-oo = =�J ry w,ja[yYO =pod -j W3 O ► a >�r ~�z NmN O �WW�n m Fg oo 4UaO ~�zi�zC] aZ�,�F,O„aJF�p a O� =- utZWoQ�o U uu W<rwo ,3mz rn �WO�2 ~�7=jW00 a aOnwvOZr- z a ZO z4 �w7 w N Z � u wa�ow wUO z aFVO N 0, < uowu W mo=w Vm-nr ILVN ujzjWwO =wr -z�u 3 N }W2Yd1FL7WN uWac)wocw wamZr �►=Uza3n7aWz4wUQ CHECKED DATE SCALE 1 /4" = I' -O" JOB NO, 2123 SHEET r , -ANY 3. {UESTS LEFT SIDE ELEVATION FRONT ELEVATION - 3C RIGHT SIDE ELEVATION REAR ELEVATION ELEVATION REFERENCE NOTES RE / 5,0N 'E I. w 7 z x O C J c J cr C QO6m a Jw i z J Qri =WU� S. 0 m L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. , ` L1r Cr r 0 ARCh 8. cl- STONE VENEER r` DENNIS SON -9829 R N. 07 -31 -03 F` OP C AQ 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE II. 2 X RESAWN TRIM SEE ELEV, FOR SIZE 12. L XIO OUTLOOKER z- ui �Wo Ln �- SHUTTER SEE ELEV. FOR SIZE co O � Lo z UoC)o G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE ALL `NSp>`CiIONAL IG. T Lu cr lu O U O J pW a- Q c<1 F— (K O U W _ ��O FON ~? -CWOWZ =aue=oa U uaaw wJoFO =au0"o (� ��wUUai N>>woOw 00aQ Wu a VW j- atw- -u 13S^_�O i= wFu uwii wwEm', QOCHOHOp z?vY J fV WZ,YOW -j -j u:3WwNz O O =Qazr Li-,04.0,C) Low t7yzj _ w �ZOQuLi-,04.0,C) 0471 in OF- Q Op Lu U 0l Wa=w00Vmz u0i WWp�isJWwWWaO a aoOuwz< Q<zw �OU�zQ OQQw O is W,-wOu NiUFw LLI? N <,,I- Q0.- a0d)uju3a ~OW�i 3 N�WZYNHt7WN uj LL1Cc)WQW WQNZ>- �rluzao�aw--aoa I. CONCRETE TILE ROOF 2. 2 X 8 RESAWN FASCIA /BARGE 3. 3 COAT STUCCO - 1/8" THICK 4. HARDBOARD LAP SIDING S. SHAKERTOWN SHINGLE SIDING L. EXT. PLYWOOD W/ IX3 BATTONS at 12" O.C. , ` L1r Cr 1. BRICK VENEER c, r i, 8. cl- STONE VENEER r` 9. STUCCO O/ 2" FOAM WAINSCOT 10. STUCCO O/ 2X FOAM TRIM SEE ELEV. FOR SIZE II. 2 X RESAWN TRIM SEE ELEV, FOR SIZE 12. L XIO OUTLOOKER 13, SHUTTER SEE ELEV. FOR SIZE tfi' 14. G.I. FLASHING at INTERSECTION OF ROOF AND WALLyy CUB ZHic t,;J;��6c REGiI IS. G.I. LOUVER ATTIC VENT SEE ELEV. FOR SIZE ALL `NSp>`CiIONAL IG. METAL CHIMNEY CAP WITH APPROVED SPARK ARRESTER CHECKED DATE SCALE 1/4" = I' -O" JOB NO. 2123 5HEE' ST S 3. . s_ 1 CD (- o- o- o- o- SECTION —A ROOF PLAN 3C REFER TO ROOF PLAN 3A FOR TYPICAL INFORMATION s cr LAB M. ROOF PLAN 3B REFER TO ROOF PLAN 3A FOR TYPICAL INFORMATION TYP SECTION —B ROOF PLAN 3A SECTION REFERENCE MOTES I. CONCRETE TILE ROOFING 2. ROOF SHEATHING 3. 2X4 STUD WALLS AT I1." O.C. UNLESS NOTED OTHERWISE 4. 2X1. STUD WALL S. MANUFACTURED WOOD TRUSSES AT 24" O.C., SEE MFGRS. DRAWINGS L. 2X CONV. FRAMING, SPACING AS NOTED ON FRAMING PLANS I. FLOOR SHEATHING 0/ FLOOR TRUSSES S. CONCRETE SLAB 9. EXTERIOR WALL INSULATION, SEE SHEET T -24 FOR R value 10. ATTIC INSULATION, SEE SHEET T -24 FOR 'R' value II. RAFTER /JOIST INSULATION, SEE SHEET T -24 12. FLOOR INSULATION 0/ UNCONDITIONED SPACES, SEE SHEET T -24 13. 1/2" GYPBOARD WALLS 14. 5/8" GYPBOARD AT CEILINGS W/ FRAMING AT 24" O.C. 15. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY IL. 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS at I1." O.C. PER ICBO REPORT NER200 SEC. 3.5.1. at FLOOR /CEILINGS COMMO TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 11. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND CEILINGS OF STORAGE CLOSET UNDER STAIRS ROOF PLAN MOTES ROOF PITCH = 4:12 UNLESS NOTED OTHERWISE ROOFING: CONCRETE TILE ATTIC VENTILATION UPPER ROOF 1001'/300 = 3.33 S.F. = 419 SO. IN. GABLE END VENTS, SIMPSON MODEL L1424, (2) = 334 50. IN. EAVE VENTS = 144 SO. IN. ATTIC VENTILATION LOWER ROOF 31(.'/300 = 1.25 S.F. = 180 SO. IN. MIRAGE TILE VENTS, (1) 95 SO. IN. VENTS = 95 SO. IN. SAVE VENTS = 85 SO. IN. REvib�ON DA -E BY W Z cA �' w oW� r� >� 10 z�n �QLA =WUQD u O n C)5 '- w tA -� z V, Qu w >E C O �v Ln ARCh'i T �G v DENNIS L. WILKI C -31 -03 OF C A� \FO . w vI _J I I I I 14 :3 w O F-- z Uo Qo o LA, �w .� J l� Z Q N Uj FAMILY ; -J KITCHEN DINING LIVING ',— w Y z�y- Q�W o- O U VI OY �UsQ (V' o z 1-o��=�WZWZ 0 O - -� I � LLOONQ U < lU u W2 24 W FV�3~ NWo Z ZU3S>NN LLI QWEpf -Op zN?vu Y V/ N Wz & O =Ooa3jw3 Ui Fy<uooOZzi )- =O a %p=oVWiW 'La -jo UaW J=0 vmz 8 z _J I " I3 3 O ROOF PLAN 3B REFER TO ROOF PLAN 3A FOR TYPICAL INFORMATION TYP SECTION —B ROOF PLAN 3A SECTION REFERENCE MOTES I. CONCRETE TILE ROOFING 2. ROOF SHEATHING 3. 2X4 STUD WALLS AT I1." O.C. UNLESS NOTED OTHERWISE 4. 2X1. STUD WALL S. MANUFACTURED WOOD TRUSSES AT 24" O.C., SEE MFGRS. DRAWINGS L. 2X CONV. FRAMING, SPACING AS NOTED ON FRAMING PLANS I. FLOOR SHEATHING 0/ FLOOR TRUSSES S. CONCRETE SLAB 9. EXTERIOR WALL INSULATION, SEE SHEET T -24 FOR R value 10. ATTIC INSULATION, SEE SHEET T -24 FOR 'R' value II. RAFTER /JOIST INSULATION, SEE SHEET T -24 12. FLOOR INSULATION 0/ UNCONDITIONED SPACES, SEE SHEET T -24 13. 1/2" GYPBOARD WALLS 14. 5/8" GYPBOARD AT CEILINGS W/ FRAMING AT 24" O.C. 15. 5/8" TYPE 'X' GYPBOARD TYPICAL AT WALLS COMMON TO HOUSE AND GARAGE ON GARAGE SIDE ONLY IL. 5/8" TYPE 'X' GYPBOARD OVER R.C. CHANNELS at I1." O.C. PER ICBO REPORT NER200 SEC. 3.5.1. at FLOOR /CEILINGS COMMO TO HOUSE AND GARAGE ON GARAGE SIDE ONLY 11. 5/8" TYPE 'X' GYPBOARD AT ALL WALLS AND CEILINGS OF STORAGE CLOSET UNDER STAIRS ROOF PLAN MOTES ROOF PITCH = 4:12 UNLESS NOTED OTHERWISE ROOFING: CONCRETE TILE ATTIC VENTILATION UPPER ROOF 1001'/300 = 3.33 S.F. = 419 SO. IN. GABLE END VENTS, SIMPSON MODEL L1424, (2) = 334 50. IN. EAVE VENTS = 144 SO. IN. ATTIC VENTILATION LOWER ROOF 31(.'/300 = 1.25 S.F. = 180 SO. IN. MIRAGE TILE VENTS, (1) 95 SO. IN. VENTS = 95 SO. IN. SAVE VENTS = 85 SO. IN. REvib�ON DA -E BY CHECKED DATE SCALE JOB NO. 2123 SHEET W Z cA �' w oW� r� >� Li n Q z�n �QLA =WUQD u O n C)5 '- w tA -� z V, Qu w >E C O �v Ln ARCh'i T �G v DENNIS L. WILKI C -31 -03 OF C A� \FO . w vI Z J 11.1 :3 w O F-- z Uo Qo o LA, �w .� J l� Z Q N Uj Uj C) w (1 w Y z�y- Q�W O U VI OY �UsQ (V' o z 1-o��=�WZWZ 0 O LU 'w U ~000 WJp�� =�U2H� � LLOONQ U < lU u W2 24 W FV�3~ NWo Z ZU3S>NN LLI QWEpf -Op zN?vu Y V/ N Wz & O =Ooa3jw3 Ui Fy<uooOZzi )- =O a %p=oVWiW 'La -jo UaW J=0 vmz WWOmF WW%'ww QOrvw,OZ1 :3 0� z Q z aa�w°r�za'�wu4i Q N Q�VU0.��ON ►-W z =w O�Qh &OUa wwwoN�wz�WwU =WHz 3 N%'WZY�� =AWN (� wa -owwW WQNZY �-Um<3nawnwu< i� CHECKED DATE SCALE JOB NO. 2123 SHEET rl— -- - - - - -- — — — — - - - - II II II I I II II I I II II II II II II 125 AMP. ELEC PANEL FIRE STOP PER NEC PROVIDE UFER GROUNI SIZED IN ACCORDANCI W/ ARTICLE 250 -94. NEC 250 -81(C) PROVIDE BONDING WIR TO METAL WATER SUP SYSTEM, OR GROUND F NEC 250 -80(a) It 83. I I I I A/C DISCONNECT ---- t � i SYMBOLS LEGEND FUEL GAS FIREPLACE KEY HOSE BIB ■/ SHUT -OFF HOSE BIB SWITCH 3 -WAY SWITCH SWITCH �n/ DIMMER +'}.o SMOKE DETECTOR THERMOSTAT �% PUSH BUTTON ® CHIMES 'n vJ TELEPHONE Z TELEVISION r LUMINOUS CEILING P L ?� � UNDER CABINET FL. LIGHT 0 r �D ARC,y/ �G v � DENNIS L WL 29 O OF C A� \FO EXHAUST FAN and LIGHT Q EXHAUST FAN WATERPROOF SWITCH DUPLEX OUTLET DUPLEX OUTLET - GFI DUPLEX OUTLET I/2 HOT 220V OUTLET WATERPROOF OUTLET BRACKET LIGHT SURFACE MOUNT - CEILING LIGHT* RECESSED FLUOR. LIGHT RECESSED INCAND. LIGHT RECESSED INCAND. LIGHT EYE BALL PENDANT (a chandelier) �uNCrtoN Box EXHAUST FAN end FLUOR. LIGHT LIGHT BAR QQ SMOKE DETECTOR THERMOSTAT Z PUSH BUTTON ® CHIMES 'n vJ TELEPHONE Z TELEVISION r LUMINOUS CEILING L ?� � UNDER CABINET FL. LIGHT * CEILING LIGHT W/ BOX TO ACCEPT OPTIONAL FAN /LIGHT IN BEDROOMS FAU NOTES PROVIDE SWITCH, LIGHT, OUTLET It FUEL GAS IN ATTIC FOR FAU. PROVIDE 30" CLEAR IN FRONT OF FAU t 24" WIDE SOLID FLOORING FROM ACCESS TO FAU. WATER HEATER NOTES WATER HEATER SHALL BE STRAPPED TO THE STRUCTURE TO RESIST SEIMIC LOADS. STRAPS SHALL BE WITHIN THE UPPER AND LOWER 1/3 OF HEIGHT WITH THE LOWER STRAP 4" MIN. ABOVE THE CONTROLS. PER UPC 510.5. ELEC. NOTES BATHROOMS SHALL HAVE 20 AMP CIRCUITS KITCHEN SHALL HAVE 2 — 20 AMP. CIRCUUTS DINING ROOM SHALL HAVE 20 AMP CIRCUIT REFER TO SECTION ILA OF THE GENERAL NOTES FOR ADDITIONAL INFORMATION. 150 AMP. ELEC PANEL FIRE STOP PER NEC 300 -21 PROVIDE UFER GROUND SIZED IN ACCORDANCE W/ ARTICLE 250 -94. NEC 250 -81(C) PROVIDE BONDING WIRE TO METAL WATER SUPPLY SYSTEM, OR GROUND ROD. NEC 250 -80(a) t 83. REVIB,CN L)A-r: BY CHECKED DATE SCALE JOB NO. 2131 S-EE' 3,� W Z x to �' O J F- 4 QQ (ru0i 'n vJ a �•r I Q � Z U u � Qcv 2wU� L ?� � V! Q 4 �� o 0 r �D ARC,y/ �G v � DENNIS L WL 29 07 -31 -03 OF C A� \FO w J ctl J woQ R W =pU cn Z 4j Ln A Q IY zmw o Q Ln T- Q v ()[ (`1 Z U _ � U Q J W z W Z O`�~Y'�wpwz <wz <UFOOO U3 <wZao o1011- a 3� UUO')�wwz N > >wWLLLL 0 Ln4 h -r- <►- JOa' W WU- OJ auUo aWVaa��V3IN0 p� <ZWWF ~NZ <W -w-oo zz0Y p�vy W=WaH=3 r+ O FZO �FOQa70N � =aaZ�OU�NWNz oNO <u.�O .wwow N Q, <U zz= O z w dpW�HwauJi ~��o U 0U�WarwOOVmz 0 IL 4WOm2f WWcn_j Zz Q QOfrWI_�O=f -'ZOQ mp.OUTz <LLQ<ON QZ 00 Q�U0a` W'0r4Uf =w 1w OF «Fyoue W��UN &WijWwU Z 3 N?' -wzvm -LAWN W =Qujww W <wZ> OSOzroo �zWOlk U F-U7<a: "(wn u< CHECKED DATE SCALE JOB NO. 2131 S-EE' 3,� = A 0) PLAN 2 LINEN AT HALL U T M Y FZM. LINEN AT BATH 2 LINEN AT MBA it \ A �i I II I I II I I I in _,I J \ - AlL I = I c<1 Ii = A 0) PLAN 2 LINEN AT HALL U T M Y FZM. LINEN AT BATH 2 LINEN AT MBA it \ A �i I II I I II I I I in _,I — \ - AlL M A L T>^In M A TI 1 rKl_rccDina tjn-rcQ I. DOUBLE SINK W/ DISPOSAL 2. DISHWASHER 3. REFRIGERATOR SPACE 4. PANTRY W/ 5 SHELVES 5. 30" SLIDE -IN RANGE /OVEN L. MICROWAVE / EXHAUST HOOD -FAN TO OUTSIDE AIR 1. CUTTING BOARD 8. CERAMIC TILE COUNTER TOP AND SPLASH 9. 24" DEP BASE CABINET AND 12" DEEP WALL CABINETS \ O �i I II I I II I I I Ln M A L T>^In M A TI 1 rKl_rccDina tjn-rcQ I. DOUBLE SINK W/ DISPOSAL 2. DISHWASHER 3. REFRIGERATOR SPACE 4. PANTRY W/ 5 SHELVES 5. 30" SLIDE -IN RANGE /OVEN L. MICROWAVE / EXHAUST HOOD -FAN TO OUTSIDE AIR 1. CUTTING BOARD 8. CERAMIC TILE COUNTER TOP AND SPLASH 9. 24" DEP BASE CABINET AND 12" DEEP WALL CABINETS ................ .. .r l ti, _44wN CHECKED DATE SCALE 3/8" = 1' -0" JOB NO. 2123 SHEE? 04.1 \ \ / ................ .. .r l ti, _44wN CHECKED DATE SCALE 3/8" = 1' -0" JOB NO. 2123 SHEE? 04.1 i c<1 O i C14 7 s OD KITCHEN BA 2 PLAN 3 LINEN i i� O i r a ffm MASTER BATH i+1 i r _ zo INTERIOR REFERENCE NOTES I. DOUBLE SINK W/ DISPOSAL 2. DISHWASHER 3. REFRIGERATOR SPACE 4. PANTRY W/ 5 SHELVES 5. 30" SLIDE —IN RANGE /OVEN L. MICROWAVE / EXHAUST HOOD —FAN TO OUTSIDE AIR 1. CUTTING BOARD S. CERAMIC TILE COUNTER TOP AND SPLASH 9. 24" DEP BASE CABINET AND 12" DEEP WALL CABINETS 10. 4" TOE SPACE 11. 8' TOE SPACE 12. 13. SIMULATED CAST MARBLE TOP EDGE AND SPLASH 14. 22" DEEP BASE CABINET I5. RECESSED, MIRRORED, MEDICINE CABINET RIMLESS W/ POLISHED EDGES IL. MIRROR, MASTIC TO WALL W/ CLIPS 11. TUB /SHOWER W/ TILE TO 4' -0" 18, LINEN CABINET — SEE PLAN FOR DEPTH 19. WOOD TOP W/ FINISH TO MATCH CABINETS 20. DRYWALL SHELF OVER 1/2" PLYWOOD 21. GAS APPLIANCE FIREPLACE 22. T.V. NICHE 23. CERAMIC TILE HEARTH k--N CHECKED DATE 5. (..02 SCALE 3/811 = I, -O„ JOB NO, 2123 SHEE' 4.2 w Z! to c W v- O W 'c a > �i LA w- QOw-000 za -� —Q� _ 0 =WUco to �-e � WWz UJI J N u >� Q 4 p !y LA r U ARCh'i v DENNIS L. N tPl, 9829 07 -31 -03 OF A \FO U- N Lu J W =3 W F- , o QC X:5�� o O o ►n Z U Q o T a- w N w w O U O w W � o � u w w 0 ac w z k--N CHECKED DATE 5. (..02 SCALE 3/811 = I, -O„ JOB NO, 2123 SHEE' 4.2 10" MFGR. WOOD TRUSSES ATTIC BAFFLES AT CONC. TILE ATTIC VENTS W/ REVISION DATE DY MIN. _°° _ _ - ROOFING O/ MIN. 304 FELT I" CLEARANCE UNDER PER MFGR'S INSTALLATION ROOF SHTG. TO TOP C) INSTRUCTIONS OF BAFFLE BLDG. DEPT Z = A.P.A. RATED ROOF 3/14/03 _ \ SHEATHING STUCCO 0/ FOAM PROVIDE G.I. METAL o AT X 0/ BUILDING PAPER D TXTERORS �D OPENABLE q I/2" GYP. BOARD BASE � � STUCCO O/ DOORS TRIM ao BUILT -UP 2X STUDS FOAM 2X FRIEZE BLOCKfNG 3/4" PLYWOOD ;r STUCCO 0/ 2" FOAM - ST22 at 4' O.C. oo SCOT - SEE ELEVS. FOR 2X12 STRINGER NOTE: A STUCCO 0/ 30tt FELT UNDERLAYMENT 4 "x4"x8" FOAM �ii, TO BE CONTINUOUS BELOW 1 CORBEL NAILING STRIPS ALONG 2X4 KICKER 2X FASCIA RAKE ENDS OR EXTEND 2 �" �E VEAL R THE FLASHDINGSOASDTRHEY W/ SHOT PINS - SEE ELEVS IP at 12" O.C. WHERE OCCURS E ENDS. STUCCO O/ OCCUR ALON G EAV INSTALL 8" WIDE 40 POUND BUILDING SHEAR PANEL, EXT. FINISH BUFFER STRIP UNDER Q PAPER UNDERLAYMENT ALONG NOTE: -' 1 � WHERE OCCURS PLYWD /1x4 T(G JOINT T W ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE 0 � PRESSURE TREATED OR A MOISTURE SEPARATION USING L� REDUCE UNEVENNESS Q, N BUILDING PAPER SHALL BE PLACED BETWEEN THE CONC. SHEAR PANEL CAUSING FELT DAMAGE uj AND THE WOOD. MAY OCCUR �� 0 � RAIL WALL STAIR DETAIL POTSHELF STUCCO WAINSCOT Q a Quo I"'I I3 COT SAVE _Z U lb ��Ln INSTALL TILE PER "WIND HAZARD AREAS" REQuIRE^"ENTS to WOOD HANDRAIL SEE W j s Q o STUCCO 0/ — - - -- - W _ ENLARGED DETAIL THIS SHEET FOAM O/ CONC. A.P.A. RATED ROOF 0 4 " -- 4 "_ L BUILDING PAPER ROOFING 0/ UNDERLAY SHEATHING PER MFGR'S INSTALLATION r METAL RAILING W/ � INSTRUCTIONS X I" TUBE 1/4 "x3" CONT. PLATE LAP FELT O/ FLASH'G 'r BALLUSTERS AT 4 I/2" OC W/ I/4 "x3" LAGS at PER UBC. 8„ O.C. 24 GA. G.I. -- -- D ARC l � 1X8 WOOD CAP ---- _._.___ ___ 2 J 0 SPRING BENT FLASH'G -- ,,� - -- - - -- -- CAULKING - - - -- -- ----- - - - - -- -- v DENNIS LKINSON �\ MOULDING TRIM MFGR'D ROOF � � � � BRICK MASONRY � 7kl - — _ ANCHORED VENEER TRUSSE C -9829 4" 3 TRIM °0 1, RE . 07 -31 -0 �Q I/2" GYP. BOARD BASE 'r PROVIDE CORROSION 2X STUDS RESISTANT SIESMIC TIES F� - - -- 2X BARGE BD. W/ MIN. THICKNESS OF 0.03 INCH AND SPACED / SEE ELEV'S ��, OF CALF AT 24" O.C. EACH WAY STUCCO O/ FOAM TIES SHALL HAVE A LIP 2 LAYERS IXL SOLID SHTHG. OR HOOK ON THE GRADE 'D' AT EAVE WOOD FRAMING SEE EXTENDED LEG THAT WILL 15tt FELT FRAMING PLAN ENGAGE A u9 GAGE HORIZ. 2X4 FLAT OUTLOOKERS REINF, WIRE. SEC 1403.4.4.2 REFER TO STRUCT'L —ST22 at 4' O.0 SHEAR PANEL, - \— INSULATON PER T -24 I Q EXTERIOR FINISH °' ENERGY COMPLIANCE 2 WHERE OCCURS = SHEAR PANEL • MAY OCCUR '= REFER TO STRUCT'L u- Y) J INSULATON PER T -24 FOR CONNECTIONS W STUCCO CORBEL STAIR RAILING ENERGY COMPLIANCE BUILT-UP STUCCO WING WALL STUCCO to BRICK _ RAKE Z W t,�.l � � � o REFER TO DETAIL Ii DI FOR ADD 'L TYPICAL NFOR"?ANTiON 2 cA � r � O o U 0 ml TILE ROOF 0/ BLDG. PAPER c Z U .n O/ PLWD. SHTG. EXTERIOR FINISH 0 Z Q cl STUCCO 0/ -- - - - - -- - -- - -- -- BLDG. PAPER OR LATH BUILDING PAPER �. HANDRAIL W/ -- - -- - - -- - - - -- - 2 X FASCIA / O/ FLASHING _j 0 U O z n' u1 a SEE ELEVS. � �. � FINGER GRIPS _ ' - FOR SIZE PER SECTION 2L GA. G.I. w Q STUCCO 0/ COuNTERFLASHING W 1003.3.4 UBC 1 (2) LAYERS Q O GRADE 'D' PAPER 24 GA. G.I. L" MIN. V - ROOF FLASHING Z _-1 r 1/4 "x2" LAGGS at - 1/2" PLYWD. 8" O.C. " Q ROOFING MATERIAL LL. Z METAL RAILING W/ Q R1' -2" IX I" X I" TUBE CONT. � STUCCO -= / - BALLU O O/ 12" STERS AT 4 1/2' OC WIDE O ROUND - - — -- - -- PER UBC itl FOAM TRIM i A N G 0= 45 DEGREES OR STUCCO 0/ 3REA'ER RE , RED ROOF SHEATHING - __---- -.___. ___ BLDG. PAPER UNDERLA"I~ENT S-»A-L BE B,T :THANE. ''nn vI Q WOOD HANDRAIL STUCCO SAVE TRIM STUCCO POP -OUT ROOF FLASHING � 19 15 _ 1 i R. =ER - D E`A _ =0R .ADD _ - �_ 1,1;7 ^Ati- ON _A= FE_T AND, OR - - - -- STUCCO LINE OF WALL , 0/ 151: FEL- MANUFACTURED ------- -> .'S= =EL �L 131 NT= RF�AS -;ING _r -- f 6 WOOD TRUSS J SIMPSON 'STC' °RESSuRE TREATED 2L HANDRA!L W/ TRUSS CLIP DOUGLAS FIR S;LL �PR'NG FLASHING - i•,�'= IX-4 FINGER r — J �� i11f �'C�;1 �� C E KE� STUCCO O/ PER SEA ON cn t 1003.3 .6 'JBC ., NON - BEARING M TE , cf 2X4 FOAM TRIM � o w ROOF NG { ��,� ., r.;t t F_ t�' c n T STUCCO OVER STUD WALL A A� ": r;�;, 0 7 �4 E f.. of 1� �sl; UP 1 1 15tt PAPER BACKED WALL SRACKET X t�rE�J ''t r`fc 5 4.02 LATH G.I. WEEP SCREED — - 1. Q � SCo SHEAR PANEL, Z .E = WHERE OCCURS PRCViDE 2X BACKING Z cn - n Q p EDGE OF SLAB - FOR WALL BRACKE A; T -� ac SYNTHETIC STONE WHERE REQUIRED z �oe vo ADHERED VENEER w0 w FIN. GRaD? = - -_� ROOF S- EA��,!NG INSTALLED PER 0 m ICBO REPORT NER358 s�EE- STUC�:O to STONE WOOD WALL HANDRAIL TRUSS at NON - BEARING WALL WEEP SCREED c D D i 20 (� _ _._.__ ._._ 12 8 ROOF FLASHING REV SiCN LA T E Bt j BROWN COAT STUCCO n O/ BUILDING PAPER STUCCO O/ STUCCO O/ STUCCO O/ G.I. METAL CAP BLDG. PAPER BLDG. PAPER BUILT -UP ;r O/ MINERAL CAP _ STUCCO FOAM SHEET � COLOR COAT - � WOOD TRIM STUCCO O/ FOAM 1QR*T iSPAFE(R c� TRIM SEE ELEVS. % FLASHING FOAM TRIM WHERE OCCURS SEE ELEVATION SMOOTH PLASTER O/ BLDG. PAPER FOAM TRIM 151t FELT O/ WOOD FURRING 2" 12" MOIST STOP PER EXT. ELEVS. v g" FLASHING 12' MOIST STOP FLASH'G Ll CAULKING LAP O/ WIND. FLANGE 2 L" ONE PIECE DOOR FRAME SHEAR PANEL STUCCO O/ SLIDING GLASS DOOR WHERE OCCURS BUILDING HEAD WEATHERSTRIPPING PAPER GYP. BD. Q uj-- 12" ENTRY DOOR Z N Nov O LLJ q ;N LA �00 POTSHELF SLIDING GL. DOOR HEAD - JAMB SIM. DOOR HEAD / JAMB W/ STUCCO TRIM WINDOW HEAD W/ STUCCO (iamb mm.) z U v AOL -1�Ln I� 00 USE NON- CORROSIVE TYPE FASTENERS - TYPICAL USE NON- CORROSIVE TYPE FASTENERS - TYPICAL I Y o =ul_ _! N c o z v a w ly O O ADHERRED STONE JAMB BEYOND LA CAP r METAL FACED EXT. DOOR W1 BOTTOM MFG. WINDOW F,�c'�D ARCy /T SLIDING GLASS FRAME W/ NAIL -ON v F� DOOR SILL ALUM. INTERLOCKING FLANGE ! DENNIS L. ON INSTALL PER MFGRS. I THRESHOLD W/ RECOMMENDATIONS DRAIN PAN GYP. BOARD 829 LxL POST AESTHETIC ALUM. N. 07 -31 -03 �Q SEE STRUCTURAL - - - - - -- SILL COVE R FOR CONNECTIONS F O k OF c ADHERRED CAULKING STONE VENEER O/ STUCCO FOAM TRIM CONCRETE SLAB PER ELEVATION HOUSE SLAB STUCCO HARD SURFACE COLOR COAT FLOORING THRESHOLD TO BE SET IN FULL CONTINUOUS BED OF THRESHOLD TO BE SET IN FULL CONTINUOUS BED OF BROWN COAT STUCCO MASTIC. ADD 2 INCH CAULK DAM BETWEEN JAMB MASTIC. ADD 2 INCH CAULK DAM BETWEEN JAMB O/ BUILDING PAPER AND WALL FRAMING TO PREVENT WATER INTRUSION AND WALL FRAMING TO PREVENT WATER INTRUSION lU J BETWEEN SILL /JAMB AND FRAMING. BETWEEN SILL /JAMB AND FRAMING. F- - O I COLUMN SLIDING GLASS DOOR SILL DOOR SILL WINDOW SILL WITH STUCCO TRIM U.! 73 w 8 14 10 USE NON- CORROSIVE TYPE FASTENERS - TYPICAL O O U O Q O Ln z �I EXT. FINISH 2 - 4r CONC. TILE BLDG. PAPER Z d APPROVED METAL HEAD EXT. FINISH �� j _ U a- iJ.l •• UNDERLAYMENT FLASHING BUILDING PAPER (y U1 O Z CONTINUOUS 24ga G.Li. STUCCO O/ METAL HEAD Q LU w m MOIST STOP �/ FLASHING u F- METAL VALLEY FLASHING BUILDING PAPER 12" O FLASHING PER 2 X WOOD TRIM -"� U TILE /' 2X WOOD TRIM SEE ELEVATION MFG PER EXT. ELEVS. 154 FELT 154 FELT v 12" MOIST STOP CAULKING 12" MOIST STOP FLASH'G LAP O/ WIND, FLANGE ONE PIECE LAP O/ WIND. FLANGE DOOR FRAME SHEAR PANEL WEATHERSTRIPPING SHEAR PANEL ROOF FRAMING SEE WHERE OCCURS WHERE OCCURS STRUCTURAL i M \N j GYP. BD. GYP. BD. \1 ENTRY DOOR i I NOTE: PENETRATIONS I I D t INTERUPTIONS AT rn METAL VALLEY FLASHING I NOT PERMITTED EXTEND HEAD AND SILL FLASHING I INCH EXTEND HEAD AND SILL FLASHING I INCH MINIMUM PAST JAMB FLASHING. MINIMUM PAST JAMB FLASHING. VALLEY FLASHING tl! ti Iq 15 WINDOW HEAD (iamb mm.) II DOOR HEAD / JAMB W/ WOOD TRIM .� WINDOW HEAD W/ WOOD TRIM (iamb mm.) Q n - �T USE NON- CORROSIVE TYPE FASTENERS - TYPICAL USE NON- CORROSIVE TYPE FASTENERS - TYPICAL -A) " _..1 y n r. C) X ri O EXTERIOR FINISH MATERIAL IL METAL CHIMNEY U v CAP and HOUSING n' L BUILDING PAPER INSTALL PER MFGRS. cy RECOMMENDATIONS MFG. WINDOW N METAL FLASHING FRAME W/ NAIL -ON _ MFG. WINDOW FLANGE UNDERLAYMENT FRAME W/ NAIL -ON FLANGE ONE PIECE 21. GA. G.I. CHASE COVER I I GYP,- 7 O/ 154 FELT AND PLYWOOD SLOPED GYP. BOARD TO EDGE. NO _ - = = CHECKED FASTENERS ALLOWED IXL ON HORIZ. SURFACES 12" MOIST STOP - - CONT. FLASHING DATE ROOF SHTG. 12" MOIST STOP 2XL FOAM TRIM — — _ 2 X WOOD TRIM FLASHING PER ELEVATION L.a>PCl pr; SCALE SliTt'ii T< —: 24 Da G.I. METAL EXT. FINISH r J 'tc ,;�. JOB NO, BLDG. PAPER > STUCCO O/ EXTERIOR CEMENT BLDG. PAPER PLASTER O/ BUILDING PAPER SHEET I EXTEND HEAD AND SILL FLASHING I INCH MINIMUM PAST JAMB FLASHING. SADDLE WINDOW SILL 12 CHIMNEY TRIM WINDOW SILL WITH WOOD TRIM D-2 20 I� 8 `f USE NON - CORROSIVE TYPE FASTENERS - TYPICAL USE NON - CORROSIVE TYPE FASTENERS - TYPICAL ABBREVIATIONS GENERAL TIMBER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE BM BTWN BEAM BETWEEN MANUFACTURER, CONDITIONS BEFORE STARTING WORK. DIMENSIONS SHALL TAKE PRECEDENCE A. 1 "E G= ES AND DETAILS SHALL APPLY TO ALL STRUCTURAL WORK A. ALL _. <•;� LUME3ER SHALL BE DOUGLAS FIR /LARCH OVER SCALES SHOWN ON DRAWINGS. �T EXCEPT WHERE DETAILS OR NOTES ARE SPECIFICALLY SHOWN ON PLANS. WITH THE *-OLLOWING GRADES. UNO: AB ANCHOR BOLT B. 6D 15) I. STUDS - NC.2. DOUGLAS FIR /LARCH OR BETTER, ACI AMERICAN CONCRETE INSTITUTE ITEMS IN THE PROJECT SPECIFICATIONS, BUT NOT SHOWN ON THE PLATES t BLOCK'G STUD GRADE OR BETTER DOUGLAS FIR /LARCH. ADJ ADJACENT DRAWINGS, SHALL BE CONSIDERED AS BEING PART OF THE DRAWINGS. 2. JOIST/ RAF TERS;NO. I OR BETTER ALT ALTERNATE C• CONCRETE 3, 4X: NO. I OR BETTER ALUM ALUMINUM RESOLVE ALL CONFLICTS AND AMBIGUITIES ON PLANS AND SPECIFICATIONS 4. 6X t GIRT: NO, I APA AMERICAN PLYWOOD ASSOCIATION WITH THE ENGINEER BEFORE PROCEEDING WITH MATERIAL FABRICATION S. POST /T'MBERS: POST ARCH ARCHITECTURAL AND CONSTRUCTION. 6. CON. DEX: FB =1450 PSI ASTM AMERICAN SOCIETY FOR D. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURE. REFER B. 1. BOARDS, STRIPPING: SUITABLE FOR INTENDED USE ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE TEMPORARY SUPPORT, BRACING, SHORING ETC. REQUIREMENTS OF THE TESTING MATERIALS TO ARCHITECTURAL DRAWINGS FOR NON- STRUCTURAL TENS. WITH THE STANDARD GRADING RULE FOR BLCKG BLOCKING DEAD LOAD NO. I6 WEST COAST LUMBER. BOT BOTTOM E. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE BM BTWN BEAM BETWEEN MANUFACTURER, CONDITIONS BEFORE STARTING WORK. DIMENSIONS SHALL TAKE PRECEDENCE CANT CANTILEVER L/360. OVER SCALES SHOWN ON DRAWINGS. CIP CJ CAST IN PLACE CONTROL /CONSTRUCTION JOINT F. BUILDING DEPARTMENT APPROVAL DOES NOT SUPERSEDE ANY PLAN AND SHALL HAVE A MIN 2004 /FT DRAG LOAD APPLIED. 6D 15) REINFORCING.: SPECIFICATION REQUIREMENT, CL CENTERLINE BE ASTr "; ;;5, GRADE 40 FOR tt4 AND SMALLER. cv CLR COL CLEAR COLUMN G. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL PLANS FOR PITS, CONIC CONCRETE O TRENCHES, ROOF AND FLOOR OPENINGS, DEPRESSIONS ETC. NOT SHOWN COND CONDITION ° ON THE STRUCTURAL PLANS. CONN CONST CONNECTION CONSTRUCTION H. NO VIBRATION EFFECTS OF EQUIPMENT HAVE BEEN CONSIDERED IN THE CONT CONTINUOUS O STRUCTURAL DESIGN. DET DIA DETAIL DIAMETER I. TEMPORARY SUPPORT, BRACING, SHORING ETC. REQUIREMENTS OF THE DF DOUGLAS FIR UJ STRUCTURE AND STABILITY OF THE STRUCTURE PRIOR TO THE DL DEAD LOAD APPLICATION OF THE ROOF, FLOOR AND SHEAR WALL DIAPHRAGMS IS DEG DEGREE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR AND DBL DOUBLE SUBCONTRACTORS AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. DIM DIMENSION U DWG DRAWING MWT MANUF'D WOOD TRUSS(ES) EA EACH CODE EF EACH FACE EL ELEVATION A. PROJECT IS DESIGNED IN ACCORDANCE WITH THE 1991 UNIFORM EQ BUILDING CODE. ES EACH SIDE EW EN EACH WAY EDGE NAIL B. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1991 EOS EDGE OF SLAB UBC, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY EX EXISTING OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF FDN FOUNDATION CALIF DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND FIN FINISH STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. FLR FLOOR FO FACE OF DESIGN CRITERIA FT FEET FTG FOOTING JST JOIST HDR HEADER A. DESIGN VERTICAL LOADS 1991 UBC: GLB GLULAM BEAM I. ROOF: DEAD LOAD = 20 PSF, HOR HORIZONTAL LIVE LOAD = Ib PSF HT K HEIGHT KING 2. FLOOR: DEAD LOAD = 15 PSF LL LIVE LOAD LIVE LOAD = 40 PSF LT LONG'L LENGTH LONGITUDINAL B. DESIGN LATERAL LOADS 1991 UBC MANUF'D MANUFCTURED I. WIND: 10 MPH. EXPOSURE C. IMPORTANCE 1.0. 2. SEISMIC: ZONE 4, IMPORTANCE FACTOR I.O. MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MULT MULTIPLE SOIL AND FOUNDATION NTS NOT TO SCALE NO (tt) NUMBER A. -HcOu�A OC ON CENTER r T,� N %CSvl�5 �.�SCC �'N `� L �EOTECHNICAL REPORT OPNG OPENING, BY: SID GEOTECHNICAL, INC. PL PLATE JOB NO: 1058 -01 DATED: SEPTEMBER 13, 2001 PLY PLYWOOD PCF POUNDS PER CUBIC FOOT B. SPREAD FOOTING DESIGN VALUES: PSF POUNDS PER SQUARE FOOT 1, CONTINUOUS FOOTING: PSI POUNDS PER SQUARE INCH SOIL BEARING PRESSURES: 1500 PSF DL +LL +SEISMIC /WIND PST POST PT PRESSURE TREATED 2. SQUARE FOOTING: RFTR RAFTER SOIL BEARING PRESSURES: 1500 PSF DL +LL +SEISMIC /WIND RT RIGHT REINF REINFORCEMENT REQ'D REQUIRED C - ALL SITE PREPARATION, EXCAVATION, BACKFILL AND COMPACTION SHALL RR ROOF RAFTER BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER SCHED SCHEDULE SHEATHG. SHEATHING t S.P.N. SILL PLATE NAILING CONCRETE SHT SHEET SPC SPACE SPECS SPECIFICATIONS A, A T 28 DAYS, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRUCT STRUCTURAL /STRUCTURE STRENGTH OF 2,500 PSI (NO SPECIAL INSPECTION REQ'D PER 1991 UBC). STD STANDARD SQ SQUARE SYMM SYMMETRICAL B. CEMENT SHALL CONFORM TO ASTM C150, TYPE II, UNO. (T) TIMMERS WATER CEMENT RATIO PER 1991 UBC. THK THICK C• AGGREGATES SHALL CONFORM TO ASTM C33. TOC TOP OF CONCRETE TRANS TRANSVERSE D. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT TYP TYPICAL MORE THAN THREE PARTS SAND, VERT VERTICAL UBC UNIFORM BUILDING CODE E. ANCHOR BOLTS, DOWELS AND ALL EMBEDDED ITEMS SHALL BE SECURELY UNO UNLESS NOTED OTHERWISE TIED IN PLACE PRIOR TO CASTING CONCRETE. W/ WITH W/O WITHOUT F. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 WWF WELDED IW1RE FABRIC DAYS OR BY AN APPROVED CURING COMPOUND. WS WELDED STUD WT WEIGHT G. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS EMBEDDED ITEMS AND FLOOR DEPRESSIONS, PITS, H t L HIGH AND LOW HEADER ETC. H. SEE ARCHITECTURAL PLANS FOR LOCATION OF HORIZONTAL CONSTRUCTION /CONTROL JOINTS, ETC. FOR CONCRETE SLABS ON GRADE, I• ALL CONCRETE FORMS AND FALSE WORK SHALL REMAIN IN PLACE UNTIL CONCRETE REACHES SPECIFIED STRENGTH. J. HORIZONTAL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE, REMOVE LAITANCE BELOW THE SURFACE AND CLEAN BEFORE PLACEMENT OF ADJACENT CONCRETE. C. ALL TIMBER BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. D• HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/32 TO 1/16 INCH LARGER THAN THE NOMINAL BOLT DIAMETER. E. ALL BOLTS SHALL BE RE- TIGHTENED °RIOR TO APPLICATION OF PLYWOOD, PLASTER. ETC. F. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. G. CROSS BRDGING SHALL BE PROVIDED AT 8 FEET MAXIMUM ON CENTER FOR ALL ROOF AND FLOOR JOIST OVER 10" IN DEPTH. USE 2X3, SOLID BLOCKING OR AN ICBO APPROVED METAL BRIDGING. H. STRUCTURAL PLYWOOD SHALL BE ROOF: USE 1/2" APA RATED SHEATHING, EXP.I,T t G, PS 1 -83, PI 24/0, W/ 81) NAILS AT 6" O/C BOUNDARY AND EDGES, 12" O/C FIELD. FLOOR: USE 3/4" APA RATED STUDD-I-FLOOR,T t G„ PS 1 -83, PI 48/24, W/ IOD NAILS AT 6" O/C BOUNDARY AND EDGES, 10" O/C FIELD. SHEAR: USE 3/8" AP.A RATED SHEATHING, EXP.I, PS 1 -83, PI 24/0, W/ NAILS PER SHEAR SCHEDULE. TYP NAILING UNO ON PLANS, SEE FRMG FOR DIAPHRAGM BLCKG REQ'D. OSB SHEATHING MAY BE USED, SUBMITTED SPEC'S PRIOR TO CONSTRUCTION I. ALL BOLT BEARING ON TIMBER SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNO. GLULAM G�UEC �'- N�.TED BEAMS SHALL BE 24F- V4(SIMPLE SPAN),24F- V8(CANT SPAN) DOUGLAS FIR PER AITC 110. B. INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS OF ANSI /AITC A'90.1 STRUCTURAL GLUED LAMINATED TIMBER. C. EACH GLUED LAMINATED BEAM SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE D SUBMIT CERTIFICATION OF INSPECTION DURING VABRICATION FROM AN APPROVED TESTING AGENCY /LABORATORY TO - EVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION FOR ALL GLU - LAMINATED BEAMS AND LUMBER USED. CERTIFIC.:,TE MUST INCLUDE AND SPECIFY T "E SIZE, GRADE, SPECIES, CAMBER AND STRUCTURAL STRESS PROPERTIES IN PSI, NOTCHES, HOLES, - 4,PERS OR ANY STRUCTURAL STRESS CHARACTER STICS OR IMPAIRMENTS PER UBC. E. ALL GLU -LAM BEAMS AND ALL STRUCTURAL WOOD MEMBERS SHALL NOT BE NOTCHED, DRILLED, TAPERED DAPPED, OR CUT IN ANY WAY EXCEPT AS SHOWN ON THE DRAWINGS. ALL CUTS (EXCEPT FOR ENDS LEFT WILD) SHOWN ON THE DRAWINGS SHALL BE FACTORY MADE AND NOT CUT IN THE FIELD. IF THE CONTRACTOR NEEDS TO MAKE ANY ADDITIONAL FIELD CUTS, HE MUST GET PERMISSION FROM THE ENGINEER IN WRITTING, WITH CALCULATIONS FOR JUSTIFICATION. DESIGN- BUILD ITEMS SAND REQUIREMENTS 7.4 ,L,," ION FOR -ALL DLc'GN -BUiLC !TENS, -E 3DING DEP?KTUENT, THE ARCHITECT AND STRUCTURAL ENGINEER FOR *REVIEW PRIOR TO CONSTRUCTION. B. THE PLANS, DETAILS AND CALCULATIONS AS NECESSARY FOR DESIGN -BUILD ITEMS, SHALL BE SIGNED BY A CIVIL OR STRUCTURAL ENGINEER, HOLDING A VALID LICENSE IN TH= STATE OF CALIFORNIA. "E SHALL BE RESPONSIBLE FOR ANY REQUIREMENTS OF THE BUILDING DEPARTMENT. C DESIGN -BUILD ITEMS SHALL BE DESIGNED EY O'HERS THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND ARCHITECT: D. ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT IS REQUIRED BY OTHER DISCIPLINES SUCH AS ARCHITECTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE, ETC... J. ALL STEEL TIMBER CONNECTORS SHALL BE SIMPSON OR EQ PER ICBO REPORT. K. ALL NAILING SHALL BE PER 1991 UBC, L. ALL EX I FR''OR WALLS SHALL BE SECURED WITH A MINIMUM OF 5/8" DIAMETER ANCHOR BOLTS 12" O/C AND 12" MAX FROM WALL ENDS. INTERIOR NON- BEARING, NON -SHEAR WALLS MAY BE SECURED WITH SHOT PINS PER 'MANUFACTURERS SPECIFICATIONS AT 48" O/C MAXIMUM SPACING. M. ALL SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR AND ARCHITECT PRIOR TO SUBMITTAL TO ENGINEER FOR APPROVAL. N. ALL STEEL HOLDOWNS AND STRA -S SHALL BE FASTENED WITH 4X4 POST, UNO. O. ALL WALLS ON WOOD FLOORS SHALL BE SUPPORTED BY BEAM, MULT- JOIST OR SOLID BLOCKING. P ALL ISOLATED POST AND BEAMS SHALL HAVE METAL CAPS AND BASES Q. ALL BEAMS SHALL HAVE FULL BEARING SUPPORT, R. NON- BEARING, BALLOON FRAMED WALLS: I. (1)2X4 AT 14" O/C 14' -0" MAXIMUM UNSUPPORTED HEIGHT. 2. (1)2X6 AT 1b" O/C 20' -0" MAXIMUM UNSUPPORTED HEIGHT. 3. ALL STUDS WALL 2X4 AT I6" OC, UNO. 4. NAIL MULTIPLE STUDS TOGETHER WITH I4D NAILS AT 24" O /C, UNO, S. FIRE BLOCKING VERTICAL t HORIZ PER UBC 108.2. T WHERE TOP PLATES ARE CUT FOR PIPES PROVIDE A METAL TIE MIN 0.058" THICK AND 1 -1/2" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6 -16D NAILS. SIMP tc- STRONG -WALL A. ALL STRONG -WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO., INC. ` B HOLD -DOWN COUPLER NUTS WITH INSPECTION HOLES SUCH AS THE SIMPSON- STRONG TIE CNW ( OR OTHER LISTED PRODUCT ) IS USED IN THE INSTALLATION. PREFABRICATED TRUSSES A. F �.BR -LTA .,�' -Y L JrI,: KF cSl l\E:D AND DETAILED FOR THE LOADS SHOWN UNDER DESIGN CRITERIA ANY SPECIAL LOADING SUCH AS MECHANICAL EQUIPMENT AND ROOF OPENINGS SHOULD BE CONSIDERED IN ADDITION TO THE UNIFORM LOADS GIVEN. B. SHOP DRAWING AND CALCULATIONS ON ALL TRUSSES SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION, C. BLOCKING, HANGERS, BRIDGING AND OTHER ACCESSORIES REQUIRED 26 PLYWD t PARTICLEBOARD:,S) FOR TRUSS INSTALLATION SHALL BE PROVIDED BY THE TRUSS MANUFACTURER, 6D(3) D. LIVE LOAD DEFLECTION = L/360. E. TRUSS DEPTH AS SHOWN ON PLANS. F. ALL GABLE END TRUSSES SHALL HAVE A MIN 2004 /FT DRAG LOAD APPLIED. 6D 15) REINFORCING.: STEEL A. ALL REINF, R�,Iry�; BE ASTr "; ;;5, GRADE 40 FOR tt4 AND SMALLER. cv ALL REINFORCING SHALL BE ASTM A615, GRADE 40 FOR u5 AND LARGER. B. WELDED WIRE FABRIC SHALL BE ASTM 4185, WWF6X6 -W(.XW6 LAP 1 -1/2 SPACES, WITH A MINIMUM OF 9 ". C. BAR LAP AND SPLICES SHALL BE OF 30 BAR DIAMETER OR 2 FEET MINIMUM. D. ALL BARS SHALL BE DEFORMED PER ASTM A305. E. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE, OR OTHER MATERIAL LIKELI TO IMPAIR BOND. F. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY TIED HELD IN PLACE PRIOR TO CASTING CONCRETE. G. UNLESS OTHERWISE SHOWN ON THE PLANS, MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE: I. 3" FOR SURFACES CAST AGAINST EARTH. 2. 2" FOR FORMED SURFACES EXPOSED TO EARTH AND WEATHER. 3. 1 -1/2" FOR ALL OTHER SURFACES. CONNECTIONS O S' Ty SILL OR GIRDER. TOENAIL 2. BRIDGING TO JOIST, TOENAIL EACH END 3. I"XG" SUBFLOOR TO EACH JOIST, FACE NAIL 4 WIDER THAN 1 "X6" SUBFLOOR 5UBFLOOR TO EACH JOIST. FACE NAIL 5 2" SUBFLOOR TO JOIST OR GIRDER. BLIND f FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING. FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 1 TOP PLATE TO STUD, END NAIL 8 STUD TO SOLE PLATE 9. DOUBLE STJDS, FACE NAIL 10. DOUBLE TOP PLATES. FACE NAIL DOUBLE TOP PLATES, LAP SPLICE II. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 13 TOP PLATE. LAPS AND INTERSECTION. FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOIST TO PLATE, TOENAIL 14. CONTINUOUS HEADER TO STUD, TOENAIL 11. CEILING JOIST. LAP OVER PARTITIONS. FACE NAIL 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 19, RAFTER TO PATE. TOENAIL 20. 1' BRACE -0 EACH STUD AND PLATE. FACE NAIL 21. I "X 8" SHEATHING OR LESS TO EACH BEARING. FACE NAIL 22 WIDER THAN rX 8" SHEATHING TO EACH BEARING, FACE NAIL 23 BUILT -UP CORNER STUDS 24 BUILT -JP GIRDER OR BEAM NAILING(I) 3 -8C 2 -8D 2 -8D 3 -8D 2 -14C IGD AT 14' OC 3 -I4D PER 16' 2 -I4C 4 -8D, TOENAIL OR 2 -16D. END NAIL IGD AT 24` OC IGD AT IL° OC 8 -IGD 3 -8C 8D AT 6" OC 2 -I6D I4C AT I6' OC ALONG EA EDGE 3 -8D 4 -8D 3 -IGD 3 -IGD 3 -8D 2 -8D 2-8C) 3 -8D 6D AT 24` OC 20D A- 32" OC AT TOP AND BOTTOM, STAGGEREC 2 -20C AT ENDS t - E4 SPLICE 25. 2" PLANKS 2 -I40 AT EACH BEARING 26 PLYWD t PARTICLEBOARD:,S) SUBFLR, ROOF AND WALL SHEATHINGITO FRAMING) 1/2" OR LESS 6D(3) 9/32" - 3/4' 8D(4) OR 4D(51 c 8D (3) -1/8" - 1-'/4" IOD (4; OR 5C 15) COMBINATION SUBFLR- UNDERLAYMENT'TO FRAMING) LA U- w 3/4" OR LESS 6D 15) 3 SD (5) t- w:--) vn IOD A)OR 80 15) 21. PANEL SIDIN&TO FRAMING): cv 1/2' OR LESS 6D (4) 5/8" 8D (6) 28. FIBERBOAR^u SHEATHING!(-I) 1/2' NO.II GA (8). 4D14), NO GA 16 GA; P E I ff-`_- -- ..._,Y --- 26/32' NO.11 GA.'S', 8014),NO.16 GA.(9' THIS NUMBER ACCOMPANY 29. INTERIOR PANELING 1/4' 40 110) ALL INSPECTIONAL REQUESTS 6D (11) 1) COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 3) COMMON OR DEFORMED SHANK. (4) COMMON. (5) DEFORMED SHANK (2) NAILS SPAC'DAT L" OC AT EDGES, 12' AT INTERMEDIATE SUPPORTS EXCEPT C AT ALL SUPPORTS WHERE SPANS ARE 48' OR MORE FOR NAILING OF PLYWOOD DIAPHRAGM AND SHEAR WALLS, REFER TO SECTION 2314.3. NAILS FOR WALLS SHEATHING MAY BE COMMON, BOX OR CASING. 1() CORROSION- RESISTANT SIDING OR CASING NAILS CONFORMING TO REQUIEMENTS OF SECTION 2516/J)1. 11) FASTENERS SPACED 3" OC AT EXTERIOR EDGES AND 6" OC AT INTERMEDIATE SUPPORTS. (8) CORROSION - RESISTANT ROOFING NAILS WIT" 1/16" DIAMETER HEAD AND 1 -1/2" LENGHT FOR 1/2" SHEATHING AND 1 -3/4" LENGTH FOR 25/32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2516(JA 1C , (9) CORROSION- RESISTANT STAPLES WITH 1/14' CROWN AND 1 -1/8" LENGHT FOR 1/2" SHEATHING AND 1 -1/2" LENGTH FOR 25/32" SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2514(J)1. 110) PANEL SUPPORTS AT 14 ". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES. 12" AT INTERMEDIATE 5UPP01fTS: (11) PANEL SUPPORTS AT 24 ". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTE-RMED(ATE SUPPORT5- REVISION DATE I BY 2 -14 -03 1 SJE J- II -I.- ' 1 �JJ to Lo '" v v OC q qr c o >O d) a LA U- w U 3 .� t- w:--) vn cv O O UoQ` U ° � U 5ER. ICE AN T. E PROPERT, JF 5TRUCTuRE5 WE51. U5E OF THIS DRAWING AND ALI REPRODUCTIONS SHALL DE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS .REPARED AND SHALL NOT BF USED uNLE55 PROPERLY SEALED AND APPROVED PUBLICATION OF THIS DRAWING BY ANY METHOD IN WHOLE ,:AWING IS PROHIBITED WITHOUT WRITTEN PERMISSION OF STRUCTURES WEST WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR. EXCEPT BY AGREEMENT WITH SAME CONTRACTOR Q,� ES51p�, NN �4 sx 2 IL *\ E�- 06 23 / k DRAWN SJS CHECKED 5JS DATE II -1 -02 SCALE AS NOTED JOB NO. 1984 SHEET SN, 1 Lo v, W 0 cv O O UoQ` U ° � U z Q 6 � UJ W O U O J fY W cr UJ Z � W O U Q,� ES51p�, NN �4 sx 2 IL *\ E�- 06 23 / k DRAWN SJS CHECKED 5JS DATE II -1 -02 SCALE AS NOTED JOB NO. 1984 SHEET SN, 1 L 4.5' I H6 I I I I I I A i I I AOLDOWN SCHEDULE NOTE: USE MIN OF 3 -2X STUDS AT CORNERS 50' -0" 3L' -3" L 12 12 - - -- q L -- - - - - - - - - - - - - - 6- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I H6 - - H6 H6 A I i I I i I I i F---- - - - - -i � " I =r')l IAln A Tlr')Kl 01 A AI SW9X32 SIMPSON CBQLL OR EQ EA POST PROVIDE 3" CLEAR TO EDGE OF SLAB AT ELEV C ONLY ANCHOR BOLT SCHEDULE MARK - __J' SOX 18" THICK 4, L 12 12 - - -- q L -- - - - - - - - - - - - - - 6- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I H6 - - H6 H6 A I i I I i I I i F---- - - - - -i � " I =r')l IAln A Tlr')Kl 01 A AI SW9X32 SIMPSON CBQLL OR EQ EA POST PROVIDE 3" CLEAR TO EDGE OF SLAB AT ELEV C ONLY ANCHOR BOLT SCHEDULE MARK 5i8' DIA. A.B. SPAC'G SOX 18" THICK 4, 5 48" OC G P2 - 48" OC 1 18" 42" OC 8 4 -25 32" OC 9 P3 - 24" OC 10 18" 32" OC II 5 -45 IL" OC 12 P4 - IL" OC 13 18" 12" OC - -14 4-45 - S. OC WAY APPROVED. PUBLICATION Of THIS I, SLAB AND FOUNDATION PER FOUNDATION PLANS AND SN.I. 2, SEE SOILS REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HO'S SHAL HAVE A MIN. CORNER EDGE DISTANCE OF 5" OR PER MANUF. SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. L. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8" X 10" AB'50LT5. W/ NUT t 2 "X2'X3/8" WASHERS AT 12" OC W/ 1" OF EMBEDMENT, UNO ON PLANS. MINIMUM OF 2 AB'S PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12" MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALLS SHALL HAVE HILTI ON W/ A MIN OF PENETRATION OF 1 -1/8" INTO SLAB AT 32" OC, OR EQUAL. UNO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT 4 2388. 8. ALL HD'S, HDA'5, PA'5,MPA'5. HPAH022 t PAHD42'5 ARE TO BE INSTALLED IN ACCORDANCE WITH SIMP50N STRONG -TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 t 4448 AND SHALL TIED IN -PLACE PRIOR TO FOUNDATION INSPECTION. SQUARE FOOTING PI - 24" SOX 18" THICK W/ 4 -44 EA WAY P2 - 34" SOX 18" THICK W/ 4 -25 EA WAY P3 - 42" BOX 18" THICK W/ 5 -45 EA WAY P4 - 48" SOX 18" THICK W/ 4-45 EA WAY 4" SLAB ON GRADE W/ 43 AT 18" OC EA WAY, OVER 2' SAND O/ L MIL VISQUEEN, OVER 2" SAND O/ APPROVED GRADE SEE TYPICAL DETAILS 12 /SDI, IL /SDI, 22 /5DI, 24 /SDI. CONTINUOUS FOOTING A - 12 "X 12" CONT FT'G W/ 1 -94 CONT TtB �I. r/ e a` � 0 d)l w `u -6 a ar n , LL k >o T C UT 4 n � z i J w u- W cm U c z I— am 111 h SERA Cf AN^ --E I, I,k DPLR' CF STRUCTuRE5 wE51 DRAWING AND ALL USE OF 1H15 Rf PRODUCTIONS SHALL Be RESTRICTED TO THE ORIGINAL SITE POR WHICH IT WAS .REPARED UNLE55 AND SHALL NOT BE USED PROPERLY SEALED AND APPROVED. PUBLICATION Of THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT WRITTEN PERMISSION Of 5TRUCTURE5 WEST WHERE A CONTRACTORS NAME APPEARS ON THE SHALL BE COMPLETED DRAWING, ALI WORK BY SAID CONTRACTOR, EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. w LL F— UJ w 6- `-' O O Lo pU _z W Z W w0 J J (y W o UJ z�W �- � N U .iZ z < Q Z3 z z0 .� : LL _j DRAWN SJS CHECKED 5J5 DATE II -1 -02 SCALE AS NOTED JOB NO. 198E SHEET sto PLAN I HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL H6 S.-D8 S1 HD14 2 - -2x S" ,DS SDI 2 -2X STUDS 11/1 SDI H7 �S D8A. SIMPSON 51 RONG WALL PER PLANS 6x POST 08//SDI PER MFG PER MFG NO USE MIN OF 3 -2X STUDS AT CORNERS I] 05 i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4X12 4X10 L__ 5 4X10 H6 B1 H6 I H6 H6 H6 O H6 1 i Ei I• I INOOK M,,-A,5TER BUITE MBA ( 05 S D 2 ( 1 y 9 I I I I I L = 12'1 12 I I i 20 11C KITCHkN I I 4X6 4X10 FAMILY 1 TYP AT INTERIOR C__I� Cl PARTITIONS 1 XI _ BEDROOM 3 — —_._ -- - - - - -- - -- —------ - - - - --- -------------------------- i {{ BATH 2 I m L° DiNING I 10 :LEV A HALL i 0 ROOF LINE H, IQ 0 I0 4X6 I B2 1 IX 1 1 HS I ISW32X9 1 I H6 i� I I L I ----- - - - - -- XI I� � -- -- -------- - - - -I« - - - i fi r: 0, R001w 2 ♦ Z I / ' ♦♦ � ENTRY I LIVING I X ♦ ED , / OOM I �R�'CE DEN I Q TRUSS BEAR i H6 I-!6 ♦♦ AT ENTRY WALLI � i ♦ SD \SD � 1 -- — - -- i3—I T = II' - -- I ♦ Sp I +� �,�+ tK I B 9 1 �� I O 1 ♦ I I =_c_ _ 4X12 71A, ALIGN DRAG TRUSS LOAD .= 4000tt 1 13 -- ----- t EN �� I X 18 H6 H6 O �I BI___.... I -' -- -- - - - -� LT e ♦ __ - - -- — 1 I 1\5 p3/ 1 ♦ ICE _ ,,.��._ H S Wc x 3 2 -- 4 X i I I 24 ♦ ♦ ; ��+ B6 I SD H6 ( I 6X8 i I I ♦♦ � / +� I - a TI ♦ — — — — - -- e - - --C _ ,Af ELEV�;CI ONLY OS GA #,AGE. o� L = 12' 12 I I I H6 I I i • i L =1s' I 05 H6 --- - - - - -- 3- 1/8X12 GLB IFULL LT FULL LT OF GARAGE j .— .— .— ._.._.—_:- --_ . —. _ � .— . _ i —_ L - -- - - - - -- 3 -1 /8X12 GLB ♦ 1 10 08 I S NOT REQ'D AT ELEV A HS ♦♦ — ----------- - - - - -- - -- - -- — — �I LSD SD2 TYP Su122X7 -4HD OS SW22X7-4HD END sDa�' ROOF FRAMING i SHEAR PLAN - ELEV C ( ELEV A SIM) SCALE: 1/4" = 1'0" ALL STRONG -WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO.. INC. H6 FRAMING NOTES AND LEGEND I--- . c O - O ►i^rrc INDICATES SPAN __`-REC 7 1 0 N C� OF RAFTER, JOIST t 'BUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREi -ENTS INDICATES BEARING WALL INDICATES SHEAR WALL "ATERIAL TO SCHEDULE AND WALL LT. NDICATES BEAM MARK TO SCHEDULE t S7 I CALLS SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS, SPECIFICATION FOR DIMENAADDITiONAL FRA`NG REQU!REMEN -S. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SNI.O. 4. ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES, SHEET SNI.O, UNO. 5. ALL LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O, UNO. L. ROOF TRUSS DESIGN. MANUF.. AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. 7. SEE ARCH DRWG'S FOR 2X6 WALL LOCATIONS, S. WRAP EXTERIOR OF BLDG WITH till SHEAR, UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G AT FLOOR DRAGS WITH STRAPS. II. ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT 16" O /C, UNO. TRUSS t JOIST SCHEDULE SECTION TRUSS OR JOISTS SPACING OF MARK SECTION SECTION T, MFG, w00D R, S ;ES 24" OC PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE SHEAR MALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN 6 INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. MIN. TRIMMER SCHEDULE HEADER SECTION DRAWN TRIMMERS REQ'D, UNO 4X /-. 4X6 a SMALLER -2X4 4X8, 4X10 DATE 2 -2X4 4X12, 34,'S X t LARGER � I6D 4X6 6X6 ( CBS. F` ABA T T NG 6X8. 6Xi0 o� 2 -2X6 1 6X12, 5 -1/8 X AND LARGER 3 -2X6 PER 199- _EMIBERS 3 -2X STUDS u5F OF iHl5 REPRODUCTION5 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED UNLESS AND SHALL NOT BE USED PROPERLY SEALED AND APPROVED. PUBLICATION OF TH15 DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT UBC APPEARS ON THE ^EDGES SHALL BE COMPLETED BY SAID ^OC WITH SAME CONTRACTOR. W AT AND 12' FIELD (UBC `ABLE � IlJ O W - -. -- 15/32" APA RATED SHEATHING,PS I, W/ 8D NAILS AT 4" OC O Uod O Ln z II 0 U _ Uzd LLJ v 111 4" OC 350 3X n, W O AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) Q � � 12 15/32" APA RATED SHEATHING,PS I, W/ 8D NAILS AT 3" OC 2" OC 490 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) z 13 15/32" APA RATED SHEATHING,PS 1, W/ 8D NAILS AT 2" OC 2" OC 640 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -i -I) u- < 2 ROWS 14 15,'32" APA ST2UC7 ' SHEATHING,PS '. W! 10D NAILS AT2" OC 2" OC 8.10 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -1 -1) 2 ROWS INSTALLED PER -FG REQUIREMENTS MFG MFG -FC] SHEAR MALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN 6 INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. MIN. TRIMMER SCHEDULE HEADER SECTION DRAWN TRIMMERS REQ'D, UNO 4X /-. 4X6 a SMALLER -2X4 4X8, 4X10 DATE 2 -2X4 4X12, 34,'S X t LARGER � 4X,4, 4X6 6X6 ( SMALLER 1 -2X6 6X8. 6Xi0 o� 2 -2X6 1 6X12, 5 -1/8 X AND LARGER 3 -2X6 MFG GIRDER TRUSS 3 -2X STUDS Viz,;, ,.,•v_. n �t I^ 1 q: L) n NOTE: STUD REF ON PLANS ARE KING STUDS, UNO. DRAWN ulM a ° r QCIb C 0, > o DATE c qnZ i zT II -1 -02 l LL a� W U � �� JOB NO. 1986 u o� SHEET I 11 s 1,1 SEk \ -.CE ANC Tit. "4D�'E 4'� OF 57 RUCTURES WES' DRAWING AND ALL u5F OF iHl5 REPRODUCTION5 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED UNLESS AND SHALL NOT BE USED PROPERLY SEALED AND APPROVED. PUBLICATION OF TH15 DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT WRITTEN PtRM15SION OF STRUCTURES WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR. EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. W U- f- � � IlJ O W f- `n � O � IN O O Uod O Ln z 0 U _ Uzd LLJ v 111 WO 13 a- J n, W O Q � � O U z r Qe! ILL z u- < DRAWN SJS CHECKED SJS DATE II -1 -02 SCALE AS NOTED JOB NO. 1986 SHEET I 11 s 1,1 1z)) fi PLAN I HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED i REQ'D, UNO TYP DETAIL r5 H6 S I '--D8 2- 2X S - 'L D SDI STHD14 kLUALL 2 -2X STUDS II/ SDI 081 SDI 6X POST PSON STRONG PER PLANS PER MFG PER MFG NO-,;-;-: USE MIN OF 3 -2X STUDS AT CORNERS �----------------------------------------- - - - - -- - - - - -- 1 ♦ __ 12 L 4.5'3_I/BXIO.b GLB__________- 12 - - -_� 4X10 12 - L -- 4X12 b6 B12 6 H6 Hd H6 1 I I 1 ♦ I '- INOOK M AS-r R SIT-&. MBA I ; -1 ♦\ j I • 1Oil j I 1 �I ' 20 wic 1 ♦ SDI KIiCH "N I , ♦♦ NTERIOR /'< `PARTITIONS BEDROOM 3 I / 1 I I -------------- 1 I Li TI O B,�-TH 2 HALL I ' I \ .._ ..I I ♦♦ w 1 X �4w�.� ;�.0�� ' ♦ I z I ♦ \,BEDROOM 4/ Q y , DEN H6 I N6 I • . 4 X 8 O I ALIGN DRAG 7RLT5 S LOAD i 40004 I - - -- .. ---==-- 18 ' H6 13 H6 B LT 8' I 24 I / I GIRDER TRUSS \GIRDER TRU- :i�F -}(, Y I 4XG /' I 'X I' / I ' / I ' I' / / !I�i.,Y / / Z3 / lL / Iw / � •� / V Icy I Ecil I I I Fil DINING I \ I ♦ I \ I \ I \ I \ \ N `I" R Y IL I V4 G I \ I \ 4X8 j \ +A BI \ A •�h +� ��j \\ \ LX12 3 -i/ X10.5 GL — --- \ \ B13 `r------ - - - - -- I 1 1 I 1 I i 1 1 1 I 1 I 1 oll: 1 I 1 ` 18 05 ----------- • • 3- 1/8X12 GLB FULL LT •OF GARAGE HS —� \ SOS 08 � S- -------- - - - - -- - - -- - - �al �Sp�; \D2/ � eP 5W2 7-7Z X,D i / ", SLU22X� -4HD ROOF FRAMING t SHEAR PLAN — ELEV B SCALE: 1/4" = 1'0" Ill \ I Su19X32 4 SHEAR FRAMING NOTES 4 "Y• LFC,FND INDICATES SPAN D RECT ON OF OF RAFTER, JOIST t TRUSSES SEE FRAMING SC "EDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL INDICATES SHEAR WALL "'A T ER'!AL TO SCHEDULE AND WALL LT. NDICATES BEAM MARK TO SCHEDULE a S_R;;C T CALC'S I. SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS, SPECIFICATION FOR DIMENA ADDITIONAL FRAMING REQU!REMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SNI.O. 4. ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES, SHEET SN1,0, UNO. 5. ALL LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O, UNO. 6. ROOF TRUSS DESIGN. MANUF., AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. -1. SEE ARCH DRWG'S FOR 2X6 WALL LOCATIONS. 8, WRAP EXTERIOR OF BLDG WITH tt11 SHEAR, UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G Al FLOOR DRAGS WITH STRAPS. II, ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT 16" O /C, UNO. TRUSS ( JOIST SCHEDULE SECTION TRUSS OR JOISTS MARK SECTION SPACING OF SECTION TRIMMERS MFG vOD _R'SSE:; 2d OC PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SCHEDULE SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT IZ INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN G INCHES ON CENTER ON FATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. TRIMMER SCHEDULE HEADER TRIMMERS SECTION ~ b REQ'D, UNO 4x�, 4 ro a S~A�LER ! -2X4 M!N 4X8, 4X10 2 -2X4 -= 16D _BS F I ABUTT NG 3 -2X4 ' PER 199-1 ^'EMBFRS 6X4, 6X6 t SMAL-ER i -2X6 ' - - -- - - 6X8. 6XIO UBC 2 -2X6 APPROVED- PUBLICATION DRAWING BY ANY OF TH15 METHOD IN WHOLE OR PART WRrTTEN IS PROHIBITED WITHOUT PERMISSION OF STRUCTURES 6X 2, S-' ,S X AND LARGER 3 -2x6 MFG GIRDER TRUSS AT EDGES AND .2 "�OC FIELD UBC W I.L.. F- _ 15/32" APA RATED SHEATHING,PS I, w/ 8D NAILS AT 41" OC W O W SF- II O U 4" OC 350 3X o� AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -1 -1) WO � n D J 12 15;32 " APA RATED SHEATHING,PS 1, W/ SO NAILS AT 31" OC 2^ OC 490 3X N �t- AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -1 -1) O U 13 15/32" APA RATED SHEATHING,PS I, W/ 80 NAILS AT 2" OC 2 "' OC 640 3X z AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -1 -1) 2 ROWS 14 ;5,32" •SPA S-R„CT SHEATHING,PS 1. ui - OD NAILS 4T2" OC 2'' OC 8 -0 3X �< AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) 2 ROWS n (L 'x n v I.L INSTALLED PER MFG REQUIREMENTS MFG MFG SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT IZ INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN G INCHES ON CENTER ON FATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. TRIMMER SCHEDULE HEADER TRIMMERS SECTION ~ b REQ'D, UNO 4x�, 4 ro a S~A�LER ! -2X4 M!N 4X8, 4X10 2 -2X4 -= 4X12, 3 -1/8 X t LARGER 3 -2X4 ' 6X4, 6X6 t SMAL-ER i -2X6 ' - - -- - - 6X8. 6XIO PREPARED UNLESS 2 -2X6 APPROVED- PUBLICATION DRAWING BY ANY OF TH15 METHOD IN WHOLE OR PART WRrTTEN IS PROHIBITED WITHOUT PERMISSION OF STRUCTURES 6X 2, S-' ,S X AND LARGER 3 -2x6 MFG GIRDER TRUSS 3 -2X STUCS NOTE: STUD REF ON PLANS -RE KING STUDS, LINO. Y DRAWN SJS CHECKED SJS DATE II -1 -02 SCALE AS NOTED JOB NO. 11984 SHEET SHB PLAN I u ~ b W q q0 C 0 � bO +c gcvz i LL Lu .� �& ui � > n � cn SERVICE AN. ^ ^, T•+i PROPE R'� O� 5TRUCTURES WE51 DRAWING AND ALL ..5E OF 1H,5 RL PRODUCTIONS SHALL BE RESTRICTED 70 THE ORIGINAL SITE FOR WHICH IT WAS PREPARED UNLESS AND SHALL NOT BE U5E. ^. PROPERLY SEALED AND APPROVED- PUBLICATION DRAWING BY ANY OF TH15 METHOD IN WHOLE OR PART WRrTTEN IS PROHIBITED WITHOUT PERMISSION OF STRUCTURES WEST. WHERE A CONTRACTORS APPEARS ON THE NAME DRAWING, ALL WORK SHALL BE COMPLETED BY SAID CONTR ACTOR. EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. W I.L.. F- _ t!) W O W SF- , O U .Q ° z o� zZ< U z 111 WO � n D J � W o v Q � N �t- W/ � O U z Qy LL n� z �< LU _j 0 n (L 'x n v I.L DRAWN SJS CHECKED SJS DATE II -1 -02 SCALE AS NOTED JOB NO. 11984 SHEET SHB PLAN I O n HOLDOWN SCHEDULE 10 lo� I SDI 5D1 l /' ,/ I- - - - - - - - - - - - - - I -I I-1 -I rj I I I I , H6 H6 H6 H6 I I I I L = 5' L = 5' I H6 IB I I in L = 4.5' SDI I I r; -- - - - -- - t Y - -- 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - -I i I H6 B /B I�. f I 12_ I I r l L = 12' IH I I I 3B i` I B I I I = p I.y H6 I I Ij I I I 51 141 ; I - 1 ' I I I I H6 H6 D1. - -- I I I li I L = 5' LB= 5' I I I - �- - r I- I _ _ _ II _g I 1 H6 I Lt. A I I H6 LB I- _H6 I I 1 SDI 1 L -_- -5101 - -- L = 4.5' _ H6 I L - &_5-` I I r - - -- lf` #` I - - --------- - - - - -J rT -_f- -_ i B H6 H6 H6 1 O I I Spl I I I i LT I --- I I •1 � H6 I 6A I I A H6 I j I i H6 5101 I I ao - i I IA A .I I I � I SDj 1�- , I L. I • I - L= 8' I� I I L= 12 I! I 12 Ir I I I 11 L= 8' I� �y, f I I I 1 i I -ii I B f HS _ H 3 61 I H6 I 1 i I I I i I I 2B H6 3A I T A - I 51tr2�iX8 -4 �lL3x8 I SDI SW32X8 4 I.A. I SDI 1 j I I O �� I �� i •� i � IA � J I i CURB HT PER 1 '• I A� i- O 4� L_ - - - - - - - - - - - I SIMPSON CURB HT PER I r- - - - - -- - SIMPSON i i - _ - - _ - - i Oi A HS 1 12 - -�- t C14 I OI _._.__. . 8" WIDE 4A 8" WIDE CURB SD/ CURB W22X'1 4HD 2' -2" I4' -,4" 2' -2" 6' -4" I' -O"� 10' -0" I I 48' -4" HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, LINO TYP DETAIL �i CS16 2 -2X STUDS 03, S D 2 �2 MSTC40 2 -2X STUDS I 03 /SD2 H3 MSTC52 2 -2X STUDS 03 /SD2 H4 MSTC66 2 -2X STUDS I 03 /SD2 HS STHD8 2 -2X STUDS II /SDI H6 STHD14 2 -2X STUDS II /SDI H� HD8A 6X POST 08;1501 HS t IMPSON STRONG ALL PER PLANS PER MFG PER MFG NOTE: USE MIN OF 3 -2X STUDS AT CORNERS FOUNDATION PLAN SCALE, 1/4" = 1'0" Ih( (?S":fll j • -r DRAWN 5J5 CHECKED 5J5 LLIW a q q A' \i _ o`, c O 0 v�p > O =3 c v cn c anZ i SHEET SZO Ln W u- w rn� PLAN 2 0) IV U F LO SIR v'CE AND 7"E PROPERTY OF 5TRUCTURE5 WE5T DRAWING AND ALL USE OF 7H15 REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED UNLESS AND SHALL NOT BE USED PROPERLY SEALED AND APPROVED. PUB:ICATION DRAWING BY ANY OF THIS METHOD IN WHOLE OR PART WRITTEN IS PROHIB :TED WITHOUT PERMiS5ION OF 57RUC7URE5 WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRAC T OR, EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. LL _w V_ — J 1_3 W ~ LA N ('4 O 0 o.Qo z_ o � = W Q N z uJ w � a- °�- W o Lu O U z z� (V < F- C) z z0 -� O (L U- _! DRAWN 5J5 CHECKED 5J5 DATE II -1 -02 SCALE AS NOTED JOB NO, 1986 SHEET SZO PLAN 2 OPTIONAL 3 -CAR GARAGE HOLDOWN SCHEDULE I I t � /ti - Z WI le-ITCHENz J iQ n Hb 4X12 — ! 4X12 B14 I I ! ! E ' 2X16 STAI STRINGS HALL II f 1 I l l EA SIDE i (� l `(2) AT CENTER TJI 550 5910 BLCK'G �� +eQ li e 6X12 >L -- 4.5 _v_ _ 3- I/8X12 GLB GREAT ROOM —• 3- 1/5X14 2.OE P_LAM •— — H6 'I TJI 5�O SOLID BLCK'G H6 L 4.5' v.L — — — — — L _= — — — __..__ 4 X 12 L T = 5' 13 r 00 -- -- - - TJI 550 SOLID BLCK'G H6 I X i 1 I I "b = , Hf � I ---- - - - - -- OB 1 I Q O5 L T 5 �D% c BS �ul "I* Q a I sD�3 ;.I L= L= 8' Xa X BIB I u I I� I 1�•;:° � BI r . . l�-- ; °� 3- 1/8X12 GLB - --'- FULL LT O/ SHEAR WALLS L 15 H B I SDI, O I HS H TJI 550 SOLI BLC G 3= 1%4X14 TOE P kAM TRUSS. —. —, HS S I Bb - /4 R G O- 2•-1 X21 LB P I SW2 8 4 Sw <Xl I 05 I ;; AL T t E I ��- I ALIGN RUSS _E {1 1 SD2 I 47-1 q-. —k —. .QC� -1 — —. .II'— — '— ' —' -1X I 1 I OQ ,� �03; I ALIGN TRUSS t EN �` ' °, •t 6" H E E ' AT TP? ss 1 1 O T I L xif ' . *op�4 HS I HS 12 -- - - -!L_ — 1 u I 1 10 I n 3- 1/8X12 GLB FULL 'T O/ SHEAR PANELS i SD2 L-- ----------------- - - - - -- W - --� SW22X7 -4HD SW22X -4HD HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL HI CSI6 2 -2X STUDS 03 "SD2 H2 MSTC40 2 -2X STUDS 03 /SD2 H3 MSTC52 2 -2X STUDS 03 %SD2 H4 MSTC66 2 -2X STUDS 03 /SD2 H5 STHD8 2 -2X STUDS II /SDI H6 — STHD14 2 -2X STUDS II /SDI H-I HD8A. 6X POST 08 /SDI HS [WALL IMPSON STRONG ER PLANS PER MFG PER MFG NOTE: SSE MIN OF 3 -2X STUDS AT CORNERS 08 TAP SD2 END ROOF FRAMING t SHEAR PLAN - ELEV A SCALE: 1/4" = 1'0" 5.32X8 -4 I I PORCH X I� . —. —.—F � —• —. —• 4X8— z—.—.—J,, I x i PORCH -� --• _ _3 X 12 _ • —•- 3X12 =CD A MIKir- Klr'1TCC� AKIM I Gr- =Alit SYMBOLS -- X INDiCATES SPAN D RECTION 01= OF RAFTER, )O:ST t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDiCATES a� ..................:...L �..�_ •� NLS WALL OINDICATES SHEAR WALL "'ATERIA.L ---- - - - - -. TO SCHEDULE AND WALL LT. INDICATES BEAM MARK TO SCHEDULE t STRUCT CALC'S NOTES 1. SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS, SPECIFICATION FOR DIMENAADDITIONAL FRAMING REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SN;.O. 4. ROOF AND '=LOOR SHEATHING NAILED PER GENERAL NOTES. SHEET SNI.O. UNO. 5. ALL LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O, UNO. 6. ROOF TRUSS DESIGN, MANUF., AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. 1. SEE ARCH DRWG S =OR 2X6 WALL LOC= +TIONS. 8. WRAP EXTERIOR OF BLDG WITH ttl'I SHEAR, UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G AT FLOOR DRAGS WITH STRAPS. II. ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT IV O /C, UNO. TRUSS t JOIST SCHEDULE SECTION MARK TRUSS OR JOISTS SECTION SPACING OF SECTION TI `G uJD �K��t� 24. vC FI 14 TJI /PRO250 16" OC DI 2X10 16" OC, RIP t SLOPE AS REQUIRED FOR DRAINAGE PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I• SHEAR WALL SCHEDULE SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. MIN. TRIMME SCHEDULE HEADER SECTION DRAWN TRIMMERS REQ'D, UNO 4Xa, 4X6 t SMALLER 1 -2X4 MIN 4X8, 4X10 _ 22X4 4X12, 3 -I.'8 I6D LBS.F ABUT NG 6X6 t SMALLER I -2X6 6X8, 6Xi0 Jv � PER IQ MEMBERS 5 -Ii6 X AND LARGER 3 -2x6 MFG GIRDER TRUSS 3 -2X STUDS JBC DRAWING AND ALL REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND SHALL NOT BF U5FD UNLESS PROPERLY APPROVED. PUBLICATION SEA, ED AND OF TH15 DRAWING BY ANY METHOD IN WHOLE OR PART WRITTEN IS PROHIBITED WITHOUT PERM15510N OF 5TRUCIURE75 WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL Be COMPLETED BY SAID CONTRACTOR, EXCEPT BY AGREFMPNT r vc --ND 2 _ OC r E D (uBC — ?✓_E 23 - - w 15 '32 .4P RATED SHEAT HiNG.PS w 8D NAILS AT 4" OC - II ~ Ln 4• OC 350 2X AT EDGE AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) _ t� Z N Lu 15.'32" AP.4 RATED SHEATHING.PS W. 8D NAILS AT 3" OC W 12 2" OC 490 3X AT EDGES AND 12" OC FIELD (UBC -ABLE 23- 11 -1 -1) U 13 15, 32 APA RATED SHEATHING,PS ',, W, 8D NAILS A T 2" OC 2" OC 640 3X zz AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -0 2 ROWS 14 15.'32" APA STRUCT I SHEATHAG,PS 1, W/ IOD NAILS A72" OC 2" OC 810 3X z AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) 2 ROWS PER REQUIREMENTS MFG M u "FG INSTALLED MFG SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. MIN. TRIMME SCHEDULE HEADER SECTION DRAWN TRIMMERS REQ'D, UNO 4Xa, 4X6 t SMALLER 1 -2X4 MIN 4X8, 4X10 _ 22X4 4X12, 3 -I.'8 X t LARGER 3 -2x4 6X4, 6X6 t SMALLER I -2X6 6X8, 6Xi0 Jv � 2 -2X6 6X12, 5 -Ii6 X AND LARGER 3 -2x6 MFG GIRDER TRUSS 3 -2X STUDS NOTE: STUD REF ON PLANS ARE KING 57 UDS, UNO. DRAWN SJS a `u ar a a r n� LF. SJS � >O DATE bm c E Cl i �— .A I u- W qcq U 9_ AS NOTED 1 . JOB NO. `�`• 1986 Jv � L SHEET .. .: k t... N.. r... N: k.. "I, .. 5FRVICF AN' '�4F pROFFR'? OF STRUCTURES WEST USE OF 7H15 DRAWING AND ALL REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED AND SHALL NOT BF U5FD UNLESS PROPERLY APPROVED. PUBLICATION SEA, ED AND OF TH15 DRAWING BY ANY METHOD IN WHOLE OR PART WRITTEN IS PROHIBITED WITHOUT PERM15510N OF 5TRUCIURE75 WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL Be COMPLETED BY SAID CONTRACTOR, EXCEPT BY AGREFMPNT WITH SAME CONTRACTOR. w U- 6 - W O ~ Ln .Q O Ln z _ t� Z N Lu W � o U 0- W Ld U rrr zz c N L z O� W i.L 0 DRAWN SJS CHECKED SJS DATE 11 -1 -02 SCALE AS NOTED 1 . JOB NO. `�`• 1986 SHEET ,,. S21i PLAN 2 HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL HI CSi6 2-2X STUDS 03 %SD2 H2 MSTC40 2 -2X STUDS 03 /SD2 H3 H4 MSTC52 2 -2X STUDS 03 /SD2 MSTC44 2 -2X STUDS 03 /SD2 H5 STHD8 2 -2X STUDS II /SDI H4 STHD14 2 -2X STUDS II /SDI H� --- - - - - -- HS HD8A _ SIMPSON STRONG - - -� WALL PER PLANS 4X POST I -- PER MFG 08 /SDI -- PER MFG NOTE: USE MIN OF 3 -2X STUDS AT CORNERS L= 8' ..,._, �w� �'... .... ».. 7 - -- - -- 4X8 -L -+� -- - - - - -- TYP AT INTERIOR PARTITIONS I I H3 El XI I I I i - 1 /�GIRDER RU55 ♦� _ 4X4 . ""7. '------------ - - - --i ♦♦ ♦♦, v------------------- - - - --� ROOF FRAMING t SHEAR PLAN SCALE: 1/4" = 1'0" r l O' 01 0' I 1 D� a. I I .. I X. I a I I I I I I I �4i vi j I I I I I i ±_i I _ I FIPAMINr,, NC)TE!; 17 - LECsEND iNDIC -.TES SPAN D RECTlON OF OF RAFTER, JOIST t TRUSSES SEE FRAMING SCHEDULE FOR SECTiON REQuiREyENTS INDICATES BEARING WALL_ INDICATES SHEAR LUALL °^aTERIAL TO SCHEDULE AND WALL L_T. NDICATES BEAM MARK TO SCHEDu-E t STRuCT CALC'S i. SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARC! -{. PLANS, SPECIFICATION FOR DIME N.t.ADDITIONAL FRAMiNG REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SN'.O. 4, ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES, SHEET SNI.O. UNO. 5. ALL LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O, UNO. 4. ROOF TRUSS DESIGN, '*,,ANUF.. AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. �. SEE ARCH DRWG'S FOR 2X4 WALL LOCATIONS. 8, WRAP EXTERIOR OF BLDG WITH ttll SHEAR, UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G A-' FLOOR DRAGS WITH STRAPS, 11. ALL WALLS 2X4 STUDS NO, 2 GRADE OR BETTER AT 14" O /C. UNO. TRUSS t JOIST SCHEDULE PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN 4 INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. TRIMMER - SCHEDULE HEADER SECTION TRIMMERS REQ'D, UNO 4X4, 4X4 E SMALLER ii-2X4 MIN 4X8. 4X10 2 -2X4 4XI2, 3 -I:'8 X t LARGER 3 -2x4 4X4. 4X4 t i4D `BS F- ABUT'!NG 2 -2X4 4X12, 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUSS PER 199, MEMBERS m UBC STRUCTURES WEST DRAWING AND A.I USE OF THIS REPRODUCTIONS SHALL BE RESTRICTED ORIGINAL SITE FOR TO 'HE WHICH IT WAS PREPARED AND SHALL NOT BE USED UN1E55 PROPERLY APPROVED PUBLICATION SEALED AND OF THIS DRAWING BY ANY METHOD IN WHOLE JGES AND 12" OC FIELD (UB B-E NAME DRAWING, ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR. EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. 15 32" AR4, RATED SHEATIHING,PS i, W, 8D NAILS AT 4" OC _W OII � 4° OC 350 2X cr ~ `t' O AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) O o O ►n z=Wu 12 15: 32" APA RATED SHEATHINCG,PS I. W/ 8D NAILS AT 3" OC 2° OC 490 3X AT EDGES AND 12" OC FIELD (UBC -ABLE 23- 11 -1 -1) C' v L `u � ro 15. 32" AP RATED SHEATHING.PS 1, w, 8D NAILS AT 2" OC 2" OC 440 3X 13� AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -0 2 ROWS EMI► 15 32" APA. STRUCT I SHEATHING,PS '. w, i0D NAILS AT 2° OC 2" OC 8-10 3X 14 AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) 2 ROWS n—A l .[- (L N J u- PER n, LL MFG, rF G INSTALLED MFG REQUIREMENTS iL SHEAR WALL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN 4 INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. TRIMMER - SCHEDULE HEADER SECTION TRIMMERS REQ'D, UNO 4X4, 4X4 E SMALLER ii-2X4 MIN 4X8. 4X10 2 -2X4 4XI2, 3 -I:'8 X t LARGER 3 -2x4 4X4. 4X4 t SMALLER 1 -2X4 4X8, 4X10 2 -2X4 4X12, 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUSS 3 -2X STUDS NOTE: STUD REF ON PLANS ARE KING STUDS. JNO. DRAWN 5JS CHECKED 5J5 DATE II -I -02 SCALE AS NOTED JOB NO. I'i84 SHEET �} S212 PLAN 2 W a V q qr 0 -mO > O c 4C4 1 LL i� Ul Ln LL W om U w5 N a � O U o� m SFR�!CF ANC ••.d PROPFC'. Jr STRUCTURES WEST DRAWING AND A.I USE OF THIS REPRODUCTIONS SHALL BE RESTRICTED ORIGINAL SITE FOR TO 'HE WHICH IT WAS PREPARED AND SHALL NOT BE USED UN1E55 PROPERLY APPROVED PUBLICATION SEALED AND OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART WRITTEN 15 PROHIB'TED WITHOUT PERMISSION OF 57RUCTURES WEST. WHERE A CONTRACTORS APPEARS ON THE NAME DRAWING, ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR. EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. _W N � W O ui cr ~ `t' O Ora- r O o O ►n z=Wu (� Cy- Z Q N 111 W O 0 o -� dC W 6- C' v L `u � ro i � N O U EMI► Z < n—A l .[- (L N u- n, LL w iL l R. DRAWN 5JS CHECKED 5J5 DATE II -I -02 SCALE AS NOTED JOB NO. I'i84 SHEET �} S212 PLAN 2 O c w HOLDOWN SCHEDULE 38' -O' 1 SDI W -10' 21' -2" I 1-- ------ -- - - - - -J I PI 1 A _ PI Jr -------------- � i I, I_ I i 131-0" H6 H6 SDI I I � I I I I L= 9' I A I H6 6.5' 11 l) I I SDI I A I I i I I 1 1 1 I----------------- - - - - -I 1----------- - - - - -- ----- - - - -H6 1 I I I B I 1 1 I I I I 1 j I I I 1 1 I I I I I t i p L= 1 I 1 1 B_ 1 iB j I HL I I I 1 1 L. 14 I I i 1 1 B I 1 DELFT I I I I i FT'G 1 I I 1 1 6B I 1 I i 1 I AT I � 3B I OPT I I I I I SDI I I I B HL 6B I I I 1 I Hb 1 I LSD% 11 I I I i I i I I 1 I I I 1 I I 1 I I I I I I L= 6'1 I I I I I I I I iv f co 3A SDI t L Of e' I2 1 1 HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D. UNO TYP DETAIL 3 12" OC 4, H2 MSTC40 2 -2X STUDS 03/502 H3 MSTC62 12 -2X STUDS 03/SD2 H4 MSTC46 2 -2X STUDS 03/502 H5 STHD8 2 -2X STUDS 11 /SDI H6 5THD14 2 -2X STUDS 11 /50I H1 HDSA 6X P05T 08 /5DI H5 SIMPSON STRONG WALL PER PLANS PER MFG PER MFG 1 1 0' -10" 1 1 V-11/20 I 13' -6" 1 1 I'll-41/20 1 H6 3 I I 1 I I I I I L 6' I I I I I I I I I H4 I ____ - - - - -- I 1 -- I I I I I 13 � �..- --� L_ I I I I I -- -- - J L__J I A! I FOOTING CONT I I I I AT OP lz "'' "- -m" I I 13 — I I 3A I BUMPER B I 1 1 \SDI % I PIPE LT = 1 1 1 1 B 116 I 1 / 6B L - - - - - - - - - - - - - - - - - - - - J 1 I I \SDI I _ ----- -+.-_- - - - -- I A 1 10'- 8 "" 1, -4 "^ - --- - - - - -- - L = 13 - 1 T � I 1 I I I I HL '2B Hb I I I I , I I A I I TYP AT\SDI,; I H6 01 i I 1 I INTEROR H 6 FOOTING I I I 1 1 I I I I I I I 1 1 1 I 3A 1 A 6A 1 I v' A I SDI I \ SD� A l 1 1 I I 1 I 1 1 I I I 1 I I 1 1 I 1 1 1 I H6 1 I I 1 I I 1 1 1 I I ( I 1 1 A I CURB HT PER I I I — — _ _ — _ _ — _ _ _ I SIMPSON CURB HT PER I I 1 I SIMPSON I I I I A__l 4A 1 j HS - - - - -A ----- - - - -HS i 1- - - - - -- �' 1 l! I - -- 7 �\ I - -� --�- - �'� I W 8" WIDE 8' WIDE I W i -� + HS - --- --- R 4A 1 A 10�22X1-4�,p A I � CURB � CURB I I i SW2 X� -4 D SDI I L - - - - - I - - - - - - - i Sj -O =_ - - A j I - i-' n 01 20 I'_6' — \SDI ,/ SDI i P2 2' -4" 16' -O" 1' -O" II' -2 0 - 38' -O" _I NOTE: USE MIN OF 3 -2X STUDS AT CORNERS FOUNDATION PLAN SCALE: 1/4" - 1'0' = 5' IA � SDI/ 0�.A h cn r i N u1 O ANCHOR BOLT SCHEDULE MARK 5/8" DIA. A-B. 5PAC'G 2. 3 12" OC 4, 5 48' OC 6 42" SOX 48' OC 1 P4 - 42 OC 8 WAY 32" OC 4 24' OC 10 32' OC 11 16' OC 12 16' OC 13 sTRuC.Tuo" rrsT ORAeeNG AND Atl 12" OCR 14 PRICPA"D AND &MALI NOT N uLEeD uNLEj)S PRO"RL� SeALeD AND 8' OC OR PART WR!TT[N Is IRO,#WrfD RIT"OuT Pln"tss�ON O► SINUCTURfe AN YNr*E A CONTRACTn" NAne A "ARS ON THe DRAVOG All YORK I. SLAB AND FOUNDATION PER FOUNDATION PLANS AND SN.1. 2. SEE SOILS REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HO'S SHAL HAVE A MIN. CORNER EDGE DISTANCE OF 5' OR PER MANUF. SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. 6. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8' X 10' AB'SOLTS. W/ NUT t 2'X2 "X3/8" WASHERS AT 12" OC W/ 1" OF EMBEDMENT, UNO ON PLANS. MINIMUM OF 2 AB'5 PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12' MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALLS SHALL HAVE HILTI ON IU/ A MIN OF PENETRATION OF 1 -1/8' INTO SLAB AT 32' OC, OR EQUAL. UNO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT 11 2388. S. ALL HO'S. HDA'S, PA'S.MPA'5. HPAH022 t PAH042'S ARE TO BE INSTALLED IN ACCORDANCE WITH SIMP50N 5TRONG -TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 t 4448 AND SHALL TIED IN -PLACE PRIOR TO FOUNDATION INSPECTION. SQUARE FOOTING PI - 24" SOX 18" THICK W/ 4 -44 EA WAY P2 - 36" SOX 18' THICK W/ 4 -45 EA WAY P3 - 42" SOX 10' THICK W/ 5 -X5 EA WAY P4 - 48' SOX 18" THICK W/ 4 -95 EA WAY SLAB—ON—GRADE 4" SLAB ON GRADE W/ 43 AT 18" OC EA WAY. OVER 2' SAND O/ 6 MIL VISQUEEN. OVER 2' SAND O/ APPROVED GRADE SEE TYPICAL DETAILS 12/5D1, 16 /SDI. 22 /5DI. 24 /5DI. CONTINUOUS FOOTING A - 12 "X 12' CONT FT'G W/ I -114 CONT TtB B- 15 "X 18' CONT FT'G W/ 2 -114 CONT TtB AP1_,)1P0\ /r_1) FOR FFP ;-;`t AN CE EKA SCOTT FAZ , , r, , >LCiAT� S INC. a010 cedes an DATE act a . .oval by all ed li issueoac b1,irin e. AuthorilatitO the app) ca' city, l ing permit on is i le y a4C I ThF is ces. pending issuance af)Prov °r granting of Permit or a these plans shall a permit codes approve based on or ordinance�nl� Violation o be construed to authority to violate or No pe at ion of the applied codes shat! be Valid. the uions t slid. Provisions give ns of suet) DRAWN SJS CHECKED SJS DATE U-1-02 SCALE AS NOTED JOB NO. 1186 SHEET S3sO OF PLAN 3 'r IV ; :3 �- �_ (0 � O Q �. r 3~ d) ! o"'C! AND T,a PROPeRY. OF sTRuC.Tuo" rrsT ORAeeNG AND Atl use O TNb Re1WRONXT0115 &MALL ee RefMCTeD TO TH! OR.C.,%A� yTE POP rMIC'M IT WAS PRICPA"D AND &MALI NOT N uLEeD uNLEj)S PRO"RL� SeALeD AND AP►RO.eD ►USIICAT.ON Or TONS DRAaeNG eT ANY Ne THOO IN UNOL! OR PART WR!TT[N Is IRO,#WrfD RIT"OuT Pln"tss�ON O► SINUCTURfe AN YNr*E A CONTRACTn" NAne A "ARS ON THe DRAVOG All YORK &MALL of COMftETeO BY SAID CONTRACTOR. exce•T 01 AGRee'•eNT WTH $Ant CONTRACTOR V/ W . U_ to Z J Uj ~ Ln W_ C N cr 0 O o Ln z U cr X 11.1 U1 O tr o -a � w W z -4 wI- Y Q � �- � N � O U z Z � QO z z � tL u— _..I DRAWN SJS CHECKED SJS DATE U-1-02 SCALE AS NOTED JOB NO. 1186 SHEET S3sO OF PLAN 3 H4 L = 12' 5 i \F I 103 b Ht H6 SD3 15 L = 9' 4X12 II - - -- - - -- - -- BEDROOM 4 QOg� SD3 QO1� SD3 4X12 O � O IC14 IC4 � r in O in I H4 It 3- 1/8X12 GLB 1 110� Ht c`�A I 05 1 � 1 05 1 I 5031 1 SD j X BI A it 89 !(+4 H4 2X16 STAIR - EA SIDE STRINGS I BEDROOM 5 f ) AT CENTER I OPTIONAL i 1 TANDEM L 4' SPACE 2x6 LANDING 05 t AT I6"OC FAMILY 1 1 1 F, 1 V L = 14' 1 1 I C� <1 3- 1/5X14 2.OE P -LAM ` 0 Ix _ I NOOK H4 12 H n 08 _ \5D3 502,1 /\ 1 I FI ;` q N4 Cj3 71 H4 BA3 1 0 L IV I 113- _ 1 i H1 N5D HI KITCHEN 5 -I/ xlq � � 1 2.0E P -LAM S- 1/4X14 2.OE P -LAM 1X14 2.0E P -LAM I AT OP 't'I '�' - -- I it - 1,14X14 2.OE P -LAM X IIx a SD BS LT H4 I 1 .1.1'r . \_� , ♦ 1 • -- - - - - -T -- 1 6X6 POST/ I O!i i ALIN TRUSS t EN O5 // - ,- I __ "- 12 IL = 5' L - 3 s I1 i ��` SD // ♦♦ 1 I (L 11 24 H4 LU SD2 I I ' 1 i \ / ♦ \ 502 1 H4 I Q II � // �♦ DINING H4 I 1 de j t I Q � GAR/GE ♦ r l OPTIONAL 3 -CAR I 05 •1 I �/ // GARAGE 502 1 1 / // GIRDER TRUSS I 1 �•t._._.�_._ /_._. _J]_. ...._._.._._. I \SD2 ' i I I WI11 JJJJt I_1J I HL I 0'11 / JJJJJ J.J_JJ ly 1 li 1 / 12 JJJJ_..1J.11_J -1 -1 i� // 502 JJJJJ_.IJ �tJ,J11,,J��,JjjJJJ L 8' Z li i �� // J JJJJJJJ __jj Lm� &J 1 i / J..J.J,)J JJ..IJJ�JJJJJJ.JJJ I I _ / JJJJJJJJji -i JJ.JJ.JJJJJJ �— 2x6 CALIF I ` 4X121 i // JJJJJJJJJJJJ �1JJJJJJJJJJ r- FRAMING AT I HS HS 1 24 OC _ _ _ - _ _ - _ .- _ _ _ _... 4/ � e JJ_i�JJJJJJJJJJ TIJ_1_JJJJJ JJJJJJ � 1 / JJJJJJJJJJJJJJI_JJJJJJJJJJJJJJ X J JA�.L�..��JJJJJJJJJ*- J.JJJJJJJJ_I.JJJJJ / % GIRDER TRUSS 1 SD I / 3- 1/8X12 GLB FU ,L LT O/ SHEAR PANELS, W I HS I 'A - — _ - --- `•--------- �-------- -� - -1• .�I - -- 08 5 1 ._._._� — — I !- fOLDOUIN SCHEDULE 5D I � I 4XG _ D j 4X8 W I SD� W HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL HI CSi4 , -2X STUDS 03 /SDI H2 MSTC40 2 -2X STUDS 03 /502 H3 MSTC52 2 -2X STUDS 03/502 H4 MSTC41. 2 -2X STUDS 03/502 H5 5THD8 2 -2X STUDS II /SDI H4 5THD14 2 -2X STUDS 11 /501 HI H08A 4X POST 08/501 HS SIMPSON STRONG WALL PER PLANS PER MFG PER MFG TYP 1 - i r - - - - -- T- - - - - -- - - - - - - -I END L -- - -JL Sw3_ \q 4j Sw32;xq -4 /� 10 SDI FRAMING NOTES AND LEGEND SYMBOLS X INDICATES SPAN DIRECTION OF OF RAFTER, JOIST t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL OL INDICATES SHEAR WALL MATERIAL - - - - - -- TO SCHEDULE AND WALL LT. OINDICATES BEAM MARK TO SCHEDULE 15TRUCT CALC'5 NOTES 1. SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARCH, PLANS, SPECIFICATION FOR DIMEN.EADDITIONAL FRAMING REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SNI.O. 4. ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES. SHEET SNI.O. UNO. S. ALL LUMBER GRADES PER GENERAL NOTES.SHEET 5NI.O. UNO. 4. ROOF TRUSS DESIGN. MANUF., AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. 1. SEE ARCH DRWG'S FOR 2X4 WALL LOCATIONS. 8. WRAP EXTERIOR OF ISLD'G WITH 311 SHEAR, UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G AT FLOOR DRAGS WITH STRAPS. 11. ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT IC O /C. UNO. TRUSS It JOIST SCHEDULE SECTION MARK TRU55 OR JOISTS SECTION SPACING OF SECTION T! WOOD, TRUSSES 24' vC FI 14 TJI /PRO250 14. OC DI 2X10 14" OC, RIP I SLOPE AS REQUIRED FOR DRAINAGE PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE SHEAR WAIL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN to INCHES ON CENTER ON FATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL APPSOj /CD ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICK FOR PFRr,ii (` ` �1A AND NAILS ON EACH SIDE SHALL BE STAGGERED. TT FAZEKAS &A" NCE �C1ATF_ S, INC, WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUND9�1A0 1J�111 PLATES MEMBERS RECEIVING EDGE I FROM S;1s L 'ave b DA7PANES SHALL BE NOT LESSTAN3NCH S NOMINAL MEMBERNAI SSHA'L Q te e ,.f,, /' granted to and o,d l,a. re' acioc e to tree STAGGERED. r,'�rovat by al! a issue a bl,ildin Auiho,:zaUon ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. APfrcabte C;t 9 pE'nnit is The issuance Y aae vies. 1- ending BILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. a anCe or pPrOya! °f these granting of P dent or approve a'nrs shat! notPbernit basQd on co authorit r ordinance Y violation o,f� h� °nsfrued to MIN. '1'i2f�"t ,'tS °H'D�,&.I:"�'o'�gb'� t suclr HEADER SECTION TRIMMERS REQ'O. UNO 4X4. 4X4 l SMALLER 1 -2X4 MIN 4X8. 4XIO 2-2X4 4X12, 3 -1/8 140 `BS' FT ABUTTING 4X4 I SMALLER 1 -2X4 c) .0 4X8, 4X10 r J PER 1991 MEMBERS 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUSS 3-2X STUDS UD! OF TMb UBC PWAPAWtO AND S••ALL NOT Of USK v7es!' fRprfR.N SEALED AND M."Ovfc RuD:IcATtON O OF TH!b OR ►ART I IS PWW&TlD uTMOUT **ST. 40+E10e A CONTRACTORS NAM! ^Pft^*A ON THI DRAYRNG, ALL •ORR SHALL Dt CG""NLV11D by SAID CONTRACTOR. !i•CIPT ST AGRee"ONT wTH SAM! CONTRACTOR tli A7 ED:.3ES AND 12" OC MELD +ABC `ABLE 23- II -1 -1) H N O 15/32" APA RATED SHEATHING.PS 1. W/ 8D NAILS AT 4'. OC o o oo�Ln O Z = =wQ n 4 OC 350 2X � Q- AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -I -I) z�wv 2/ 15/32` APA RATED SHEATH!NG.PS 1. W/ 80 NAILS AT 3" OC 2" OC 490 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- II -I -I) w 15/32' APA RATED SHEATH!NG.PS 1, W/ 8D NAILS AT 2" OC 2" OC 440 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -I -I) 2 ROWS W_ 15/32' APA STRUCT I SHEATH'NC,•PS I, W/ 100 NAILS AT2" OC 2" OC 8'10 3X oz AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -I -1) 2 ROWS �w- INSTALLED PER MFG REQUIREMENTS MFG MFG MFG SHEAR WAIL NOTES ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN to INCHES ON CENTER ON FATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL APPSOj /CD ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICK FOR PFRr,ii (` ` �1A AND NAILS ON EACH SIDE SHALL BE STAGGERED. TT FAZEKAS &A" NCE �C1ATF_ S, INC, WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUND9�1A0 1J�111 PLATES MEMBERS RECEIVING EDGE I FROM S;1s L 'ave b DA7PANES SHALL BE NOT LESSTAN3NCH S NOMINAL MEMBERNAI SSHA'L Q te e ,.f,, /' granted to and o,d l,a. re' acioc e to tree STAGGERED. r,'�rovat by al! a issue a bl,ildin Auiho,:zaUon ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. APfrcabte C;t 9 pE'nnit is The issuance Y aae vies. 1- ending BILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. a anCe or pPrOya! °f these granting of P dent or approve a'nrs shat! notPbernit basQd on co authorit r ordinance Y violation o,f� h� °nsfrued to MIN. '1'i2f�"t ,'tS °H'D�,&.I:"�'o'�gb'� t suclr HEADER SECTION TRIMMERS REQ'O. UNO 4X4. 4X4 l SMALLER 1 -2X4 MIN 4X8. 4XIO 2-2X4 4X12, 3 -1/8 X ( LARGER 3 -2X4 4X4, 4X4 I SMALLER 1 -2X4 c) .0 4X8, 4X10 r J 2-2X(. 4X12. 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUSS 3-2X STUDS Sill ph 1� O � � NOTE: STUD REF ON PLANS ARE KING STUDS, UNO. REVISION DATE BY 2 -14 -03 SJ8 d � r Q[ O r "w U � � - W WN�O =3 � �r u r r J to N T M1� pk A:l•Ay ', AA 1�,•,'Rv'•E:AT elf SlRviC! AMD TH! •RJ►tRTi Of STRUCTU"S WEST. U UD! OF TMb S++ALt. b! *eST1tCT!D TO TH! ORKfINAL !IT! ROR WNCN IT IIAb PWAPAWtO AND S••ALL NOT Of USK v7es!' fRprfR.N SEALED AND M."Ovfc RuD:IcATtON O OF TH!b OR ►ART I IS PWW&TlD uTMOUT **ST. 40+E10e A CONTRACTORS NAM! ^Pft^*A ON THI DRAYRNG, ALL •ORR SHALL Dt CG""NLV11D by SAID CONTRACTOR. !i•CIPT ST AGRee"ONT wTH SAM! CONTRACTOR tli w u- H H N O U! w O o o oo�Ln O Z = =wQ n n Cr � Uj � w o � Q- � z z�wv � O O U w ZZ bL a- u-. W W_ z � �Q U UJ oz 0- O Oe d) DRAWN 5J5 CHECKED 5J5 DATE 11 -1 -02 SCALE AS NOTED JOB NO. ,IT, 1484 a� SHEET S3,1 PLAN 3 HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL HI CSI4 2 -2X STUDS 03 /SD2 H2 MSTC40 I 2 -2X STUDS 03/502 H3 MSTC52 2 -2X STUDS 03/502 H4 MSTC64 2 -2X STUDS 03/502 H5 STHD6 2 -2X STUDS 11/501 H4 STHD14 2 -2X STUDS II /SDI H1 HD8A 4X POST 08 /SDI HS SIMPSON STRONG WALL PER PLANS PER MFG PER MFG NOTE: USE MIN OF 3 -2X STUDS AT CORNERS I' II 5 I I HI 5132 HI I I OPTIONAL DECK I II A-4�- L = 4.5' I HI = --- - - - - -- - -- — -- - - - L = 8' --5.5 B1 4X8 4X8 1 4X10 _ 1 I SLIDING GLASS 1 HI ; DOOR at OPT. C 1 H3 i I OU I O j I I a I 1 L= 12' II 1 o SERVICE i 1 o BEDROOM 2 o ' I MASTER i 1 1 N SUITE N i H3 L20�� P I TYP AT Q j INTERIOR < PARTITIONS` ! 1 !EBA�T - I - 4 1 I r --g -- - - - - -- -- t-------------- - - - - -- L ---------- - - - - -- -� I ' I 1 X1 H 2 i 1 Cn 1 1 , of I L = 4 III H3 LOFT ! (If H2 I0 1 1 0 HANGER TRUSS MFG 10 MBA 1 1 X. WIC I I GIRDER TRUSS \i! 3 2X4 CALIF .I .JJJJJJ j JJJJJJ- - JJJJJJ a I -JJJJJJ FRAME AT 1 JJJJJ JJJJJJ �'L HI 24" OC I J J J.J 5 2 JJJJ J `� ALIGN TRUSS IIEN J-j ._.— ..I.._._. __ E: = II - - -- - - - 4X4 T � 1 4X61 ♦ - - - -- --- - - - - -- - - - - -- - L�--- - - - - -- I----- - - - - -y HI BORM 3 OF" OI 5D2 OPTION SCALE: 1/4" = 1'0" ROOF FRAMING It SHEAR PLAN SCALE: 1/40 - 1'0" 1 1 I 1 I 4X6 1 I ----- - - - - -I L = 12. FRAMING; NOTES AND LEGEND X INDICATES SPAN DIRECTION OF OF RAFTER, JOIST t TRUSSES SEE FRAMING SCHEDULE FOR 5ECTION REQUIREMENTS INDICATES BEARING WALL OL INDICATES SHEAR WALL MATERIAL TO SCHEDULE AND WALL LT. OINDICATES BEAM MARK TO SCHEDULE 4 STRUCT CALC'5 NOTES I. SEE SHEET SNI.O FOR GENERAL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS. SPECIFICATION FOR DIME N.IADDITIONAL FRAMING REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEET SNI.O. 4. ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES, SHEET SNI.O, UNO. S. ALL LUMBER GRADES PER GENERAL NOTE5.SHEET 5N1.0. UNO. 4. ROOF TRUSS DESIGN. MANUF., AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. 'I SEE ARCH DRWG'S FOR 2X4 WALL LOCATIONS. 8. WRAP EXTERIOR OF BLDG WITH 411 SHEAR. UNO. 9. INSTALL ALL SHEAR WALLS BEFORE ARCH COLUMN'S. 10. USE TJI 550 BLCK'G AT FLOOR DRAGS WITH STRAPS. It. ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT IC O /C. UNO. TRUSS It JOIST SCHEDULE SECTION TRUSS OR JOISTS SPACING OF MARK SECTION SECTION r T' ��J I.il.il..:..' �r�'."��j I 24 VC PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE SHEAR •ALL NOTES ALL PANEL EDGES BACKED WITH Z INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON 5TUD5 Fp AppD�FD AT 14 INCHES ON CENTER. SCOTT R p rpF? VE WHERE INCHES APPIEO ON ON E BOTH HER SIDE. PANEL JOINTS SHALL SPACING ,TO -FALL FAZFKAS & ASSDC1ATFg, INC. ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER ; AND NAILS ON EACH SIDE SHALL BE STAGGERED. , "' codes bPe« rF4 "ewed DATE Pram and for ad WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUND,4'�`vm1 S,H4Cd tO issue Ordinance Airthrence to the PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING �'p(%cabte Cif bu;lding orization is PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL `BE nuance °r y agencies pern'it pending STAGGERED. ai of then granting a ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. cO`pest or r aPPr° a anus Shall not notpermlt based auf',ority to rdinance. toviol ation ° be construed °h SILL PLATE NAILS SHALL A MIN OF I -1/2 INCHES OF PENATRATION. c °dPS shatf be Or canceerth� proofthe n�PPli able Provisions °f such MIN. TRIMMER SCHEDULE HEADER SECTION TRIMMERS REQ'D. LINO 4X4, 4X4 t SMALLER I -2X4 MIN 4x8, 4x10 = 2 -2X4 4X12, 3 -1/8 x t LARGER 1413 =BS/FT ABUTTING, SMALLER 1 -2x6 d 4X8, LX10 u 2 -2X(. 6X12, E'ER 199'1 MEMBERS 3-2X6 MFG GIRDER TRUSS 3 -2X STUD5 aTR.,CTURES WEST USE Om lMa ORAWW1 AND ALL RIPRODUCT1048 SMALL Be RESTRKTED 70 THE dhC,�NAL bill POR r.0cM 17 WAS PRN'AR20 A+O SMALL NOT Of U"V UNLESS PROPERL7 WALED AND UBC OR PART WRITTEN 15 MO -#&T10 OTNOUT ►eR,e59401 O► STRUCTURES 0157 0-0ERE A CONTRACTORS NAMe A ►Pe A05 ON TMe DRAWWG, ALL YORK SMALL e1 coMPLETeo e7 eAro CONTRACTOR, excepi 61 Acove -T"T V01H SAME CONTRACTOR N w a EDGES 4ND 12" 0C FIELD (UBC TABLE 23- 11 -i -!) � J_ w ^> i5/32' APA RATED SHEATHING.PS 1, W/ 813 NAILS AT 4" OC z � �QU �zJ wQ � Uj 4" OC 350 2X w Ir AT EDGES AND 12" OC FIELD (UBC TABLE 23-11 -1 -1) Q Itl i- � N 15/32 APA 15/32 RATE SHEATHING, °5 I. W / 80 NAILS AT 3" OC U <I2\> ia► 2" OC 490 3X zz AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1 -1) 13� 15/32" APA RATED 5HEATHING,PS 1. W/ 80 NAILS AT 2" OC 2" OC 440 3X LL AT EDGES AND 12" OC FIELD (UBC TABLE 23- 11 -1-1) 2 ROWS a 14 15132" APA STRUCT I SHEATHING.PS 1. W/ IOD NAILS AT 2" OC 2" OC 81tO 3X AT EDGES AND 12" OC FIELD (UBC TABLE 23- I1 -I -1) 2 ROWS w.4 4, ✓E: F Nc �! INSTALLED PER MFG REQUIREMENTS MFG MFG -mFG SHEAR •ALL NOTES ALL PANEL EDGES BACKED WITH Z INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON 5TUD5 Fp AppD�FD AT 14 INCHES ON CENTER. SCOTT R p rpF? VE WHERE INCHES APPIEO ON ON E BOTH HER SIDE. PANEL JOINTS SHALL SPACING ,TO -FALL FAZFKAS & ASSDC1ATFg, INC. ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER ; AND NAILS ON EACH SIDE SHALL BE STAGGERED. , "' codes bPe« rF4 "ewed DATE Pram and for ad WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUND,4'�`vm1 S,H4Cd tO issue Ordinance Airthrence to the PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING �'p(%cabte Cif bu;lding orization is PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL `BE nuance °r y agencies pern'it pending STAGGERED. ai of then granting a ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. cO`pest or r aPPr° a anus Shall not notpermlt based auf',ority to rdinance. toviol ation ° be construed °h SILL PLATE NAILS SHALL A MIN OF I -1/2 INCHES OF PENATRATION. c °dPS shatf be Or canceerth� proofthe n�PPli able Provisions °f such MIN. TRIMMER SCHEDULE HEADER SECTION TRIMMERS REQ'D. LINO 4X4, 4X4 t SMALLER I -2X4 MIN 4x8, 4x10 = 2 -2X4 4X12, 3 -1/8 x t LARGER v 3 -2x4 �u 4X4, 4X4 I SMALLER 1 -2x6 d 4X8, LX10 u 2 -2X(. 6X12, 5 -1/8 X AND LARGER 3-2X6 MFG GIRDER TRUSS 3 -2X STUD5 61 V. s3 2 E "'N NOTE: STUD REF ON PLANS ARE KING STUDS, UNO. REVISION DATE 1 BY 2 -14 -03 SJS 0) ui -a Of i ly r pm = Z- IL W U =3 u J M N '-,5 DQ,k ",-- S AA %5'Qj ^EN1 Of St R, C! AND 710 PROPWI 0, aTR.,CTURES WEST USE Om lMa ORAWW1 AND ALL RIPRODUCT1048 SMALL Be RESTRKTED 70 THE dhC,�NAL bill POR r.0cM 17 WAS PRN'AR20 A+O SMALL NOT Of U"V UNLESS PROPERL7 WALED AND A ►PRO"to PUDOCAT04 Or TwS DRAW%G 61 ANl McTMOD IN NNOI! OR PART WRITTEN 15 MO -#&T10 OTNOUT ►eR,e59401 O► STRUCTURES 0157 0-0ERE A CONTRACTORS NAMe A ►Pe A05 ON TMe DRAWWG, ALL YORK SMALL e1 coMPLETeo e7 eAro CONTRACTOR, excepi 61 Acove -T"T V01H SAME CONTRACTOR N w u— ~ � � J_ w O Ln 0 o �oQ° z � �QU �zJ wQ � Uj A^ p w Ir Uj Z W u Q Itl i- � N o U ia► V zz (y CL z LL < 0 ....J O x a W to DRAWN SJ5 CHECKED SJS DATE II -1 -02 SCALE A5 NOTED JOB NO. 1986 SHEET S312 PLAN 3 E,r �A REVISION DATE BY 2 -14 -03 SJ5 u a OC o n' c 77 F- O c u � r4 I W �. Q►rt W5 un cn O O q a SHEAR SCHEDULE - -.� 0CC.JRS V .. A. N1, ., AN .Z k,,-f N .. SEkv:CE AN:' 'NE PROPER` OP 5'LJRES WF S' USF OF THIS DRAW 'NC. ANC A" REPRCDUCT.ONS S �.A,.. BF RF 5C"E:J IO IHE OR ;UNA, S -L FOR WHICH IT WAS oREPARFD AND SHALL NOT BE USFD JN.E55 PROPER IT SEALED AND APPROVED -08, CATION OF 71415 ?RAW�N6 B, ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT WRITTEN PERM551ON OF STRUCTURES WEST WHERE A CONTRAC10R5 NAME APPEARS \ ALL WORK SHAD BE COMPETED BI SAID CONTRACTOR, EXCEPT BY ACREFMENT W'T- SAME CONTRACTOR ''ONC S �-B ON GRADE //I \SFE! ZRC- a PER PLAN t NOTES C,RA]ING PLAN W �- �n v/ Z J ✓,I "t!N A I -SOIL ~ L(1 13 cv O oL� r O voQ ° z z°" IN GR--DE �zQ uj W O v —� (Y 0 W �- Z '° W ro ~ � CV J O U 3" CL ^ 0 MIN — � b -=4 TOP it — - -- - OP G OUT SHOWN AS RFQ D TO SLPPOR- Nn ♦-n v� \�Y 1'1 13 09 05 01 a SHEAR SCHEDULE ` .., -= 7 ti .. .. - .-.. AB S'�-F AND SPACING PER =_.�,N CONC SLAB ON GRAD�� ' ``AR'` -S t SHEAR SCHEDULE - - -� ;'ER PLAN a NO`I±S - -- � SEE ARC- P_AN 2 X PT PL - -- \ Z CONC SLAB ON GRADE PER PLAN ( NOTES ao - N GR-aDE 0 - -I 1�K D W -- MIN FIN GRADE r I A 12" 12" 7 O v A 12" 12 _ I I = I •� _41 8 — _; I�� -- „ 1 -tt4 TOE H W„ BOT CON- 1 -r4 TOP t -_ -_- SOT C ONT - -- __ 3 -I /2. ,, 22 18 14 10 OL 02 DIN I OCCURS - - POS SE r_a'v 6" AB S1Z_ a'vD S AC C E� G�41v &SHEAR SCHEDULE SIMPSON CBSQ -SDS2 PER MFG / 2 X PT PL SLAB ON GRADE ; - 4X4 POST W/ FULL NAIL'G 7 CONC SLAB ON GRADE V/ PER PLAN & NOTES - — SIMPSON Z_ STHD �7 ✓ I J - _ —,r FIN GRADE PER MFG o A 12" 12„ t - -- 7 _ - TYPICAL CONC FOOTING -_ rp J Et _ti(v I 7 v (SEE SECTION ) -- - - - -.. -- - - -- - 1- ;tA TOP & 4 -'t - - 2 -43 'Z' BARS AT EA - , HOLDOWN W/ DOUBLE BOT CONT POP FTG OUT AS 6', W SHOWN AS REQ'D POUR SYSTEM TO SUPPORT - - -- REBAR TOP t BOT 3 -1/2" MASONRY PER PLANS 19 15 11 01 03 1 1/2" DEEP SAWCUI / STUD WALL (16 TO 20 HOURS) D' a. S SIMPSON :. PER _AN. W/ POS1 PER -- — AFTER POUR, FILL W/ PLANS - GROUT 28 DAYS AFTER �1 PT PL #12 SHEAR NON- BEARING WALL W. 2X STUD POUR. EXTERIOR PER ALL AROUND AT 16" OC UNLESS NOTED OTHERWISE. "QUICK JOINT" SET W/ ARCH PLANS COLUMN ALUM. GUIDE. 2.. (TYP) 2X P.T., D.F. SILL "BURKE' �D 2- 1/2 "DIAX10' PLATE W/ 1/4" DIA. X KEYED -COLD SEE ARCH'T A.B. EA SIDE 3 112" LONG, POWDER I JOINT - - =- -_ CONC SLAB ON GRADE DRIVEN SHOTS AT 32" OC JAMIN T CURB T SCREW TO HDR PE�MFG PER PLAN & NOTES F.G. NOTE I- - - - - - -- - -- _ AT CONC, CURBS, DO NO T , USE SHOT PINNS I _:.- -- __ - -- i -_ - _ Lel PER SIMPSON FIN GRADE 71 X _ W/ 1/2" DIA AB SPACED PER _ SHEAR WALL SCHEDULE I - -- IIII - -I I I IIII I a / II —II MK D I W I I 3- #5 Q WAY - III i I - -- IIII= IIII IIII -II� CONTROL_ CONSTRUCTION � SIMPSON SSTB A.B. PER A 12" 12" B 18" 15" v( v V JOI N I JOIN] CONT FTG MANUF SPEC'S � PER PLAN LOCAT AT PROVIDE CONST. JOINTS OR SQ FTG PER PLANS BOT CONT & W, `? 20' -0' MAX. IN SLAB UNDER PARTITIONS EACH WAY WHEREVER POSSIBLE OR AT :24 20 iG IZ 08 04 E,r �A REVISION DATE BY 2 -14 -03 SJ5 DRAWN SJS CHECKED SJS DATE II -I -02 SCALE AS NOTED JOB NO. � 198E SHEET SDI u a OC o n' c Z3 F- O c u � r4 I W �. Q►rt W5 un cn O O q V .. A. N1, ., AN .Z k,,-f N .. SEkv:CE AN:' 'NE PROPER` OP 5'LJRES WF S' USF OF THIS DRAW 'NC. ANC A" REPRCDUCT.ONS S �.A,.. BF RF 5C"E:J IO IHE OR ;UNA, S -L FOR WHICH IT WAS oREPARFD AND SHALL NOT BE USFD JN.E55 PROPER IT SEALED AND APPROVED -08, CATION OF 71415 ?RAW�N6 B, ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT WRITTEN PERM551ON OF STRUCTURES WEST WHERE A CONTRAC10R5 NAME APPEARS ON THE DRAWING., ALL WORK SHAD BE COMPETED BI SAID CONTRACTOR, EXCEPT BY ACREFMENT W'T- SAME CONTRACTOR W �- �n v/ Z J W ~ L(1 13 cv O oL� r O voQ ° z z°" � �zQ uj W O v —� (Y 0 W �- Z '° W ro ~ � CV J O U DRAWN SJS CHECKED SJS DATE II -I -02 SCALE AS NOTED JOB NO. � 198E SHEET SDI F__ A35(F) "/OC 2-7 48" 8 24" T RUS102 14" 10,11 14" 12, 2 -2X4 14 L" U 4330 4 5035 It MFG TRUSS W/ I6D M5TCi8 28.5" PER S�HEDULE A `� Lo / Q 8 24 " - - -- - - - -- 2X4 CONT RIBBON, WHEN BRACE LT IS GREATER THAN 8' -0 ". 2 -140. ®6 "O/C .r J 2 -2x TuDB SEE PLAN ROOF SHEATH'G TRuS103 5" VICt ANC 'Ht PROPtR'1 OI- 57RUCTURES WFS' USE OF THIS DRAWING ANC ALL REPRODUCTIONS FULL HT ORIGINAL 517E FOR WHICH IT WAS PREPARED AND SHALL NOT BE USED FS2002 PROPERLY SEALED AND FOR TYP. OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHfBITED WITHOUT WRITTEN PERM155ION OF SHEAR PANEL 2X BLCK' A < SHEAR TRUSS = NAME APPEARS ON THE DRAWING. ALL WORK 2X SILL BY SAID CONTRACTOR, EXCEPT SEE PLAN FOR TYP WITH SAME CONTRACTOR. SEE PLAN FOR LOAD s« 5 w 3- I6D -- BLCK < 3 - PT BEARING TRUSS '?00 SHEAT -'NC, � SIMPSON HOLDOWN W C) _ DRAG TRUSS LA SHEAR TRUSS N O S -SEAR FULL HT I6D @ 6" 0/C FN - -- - - -- -.., PER ARCH. C) ROOF S "EATHING -- -- FN -_ _---- -. - - -- - AND LOCATION z ,I SIMPSON DSC4 u -- - - SI"'PSON H5, TOP PL TO BLCK'G OR SHEAR W/ AS REQ'D — CONT BLCK'G W 0 a- o PER ARCH. Jo�W 2X4 BLCK'G W/ 2-141D TOE NAILS DRAG STRUT T W AT CEIL'G LINE TO MATCH BELOW PER PLANS HI AT 48" OC �! / t 8' OC MAX CONNEC OR U PLAN O x WALL ROOF SHEATHNG , CONT BLCK'G >v •o T RuSS 2 -I40 2X4 BRACE AT 48" OC - WHEN SHEAR TRUSS IS NOT PRESENT LAP t SPIKE BLCK'G W/ 3 -I60 SOLID BLCK'G EA END SHEAR BLCK PER 11 /SD2 REVISE TRUSS 22 18 10 o s - SIMPSON HI �' EA TRUSS .;26JE �D c., ST�u '- WHERE OCCUR 3_14D EA SIDE - SIMPSON A35 8 24" O/C �RuSS -LuSr BEAM PL,�R PLA°� - -- - - LUST EsEAM PER PLAN -4' - -- STRAP FLOOR JST — — EN� 8 -I4D MIN POST 2- 2 X TOP PLATES EN Hl AT EA TRUSS SHEAR _ _ 2 -2x TOP PLATES SI "IDSON HI � 48" 0/C I1 48" 'C —� ' ' 2 X STUDS SIMPSON A35 O - PER PLAN _ -2X STUDS SHEAR — TRUSS FULL HT PER EN x - -- — HDR WHERE OCCUR PLAN 2 -2x TOP PLATES - 2X STUDS STUD WALL PER PLANS OVERHANG DETAIL PER ARCH DRWG, SHEAR MUST BE EO. EO SHEAR PER BE FRO"? SILL PLATE TO TOP PLATE PLAN - -- - - -- 2X STUDS OVERHANG DE-AIL PER ARCH DRWG, SHEAR MUST BE BE FROM SILL PLATE TO TOP PLATE 21 17 05 01 ado — -- - - -- – – (� HX � - -- E.N. HEADER 71 PER PLAN BLCK'G F52502 EN ALONG -- — -- 2X4 FINGERS SEE NOTE BLCK'G AT 24" O/C 3 -I6D 2 -IOD TOE EN NAILS EIN - -- -_ j , I TYP GIRD -_ ER — =\- 14D NAILS 6) 12" OC TRUSS SHEAR MARK A35(F) "/OC 2-7 48" 8 24" 9 14" 10,11 14" 12, 2 -2X4 14 L" MSTC44 4330 4 5035 It ROOF SHEATHING — ROOF BREAK E.N I _- EN ROOF SHEATH'G ROOF TRUSS o CONT BLCK'G — -- _._-- __- _ -__ - -- 2X CONT PER PLANS STAG REVISED LOAD LT POST NOTES C514 MSTC40 M5TC52 1450 tt 1845 4 2903tt BLCK'G ' -- NAIL STUDS TOGETHER W/ ILD AT 4" OC TYP AT MULTI STUDS 2X TRIMMER 2 -2X4 15.5" 2 -2X4 MSTC44 4330 4 5035 It MFG TRUSS W/ I6D M5TCi8 28.5" PER S�HEDULE A `� Lo / Q 8 24 " - - -- - - - -- 2X4 CONT RIBBON, WHEN BRACE LT IS GREATER THAN 8' -0 ". 2 -140. ®6 "O/C .r J 2 -2x TuDB SEE PLAN ROOF SHEATH'G 5" VICt ANC 'Ht PROPtR'1 OI- 57RUCTURES WFS' USE OF THIS DRAWING ANC ALL REPRODUCTIONS FULL HT ORIGINAL 517E FOR WHICH IT WAS PREPARED AND SHALL NOT BE USED \ PROPERLY SEALED AND FOR TYP. OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHfBITED WITHOUT WRITTEN PERM155ION OF SHEAR PANEL 2X BLCK' A < SHEAR TRUSS = NAME APPEARS ON THE DRAWING. ALL WORK 2X SILL BY SAID CONTRACTOR, EXCEPT SEE PLAN FOR TYP WITH SAME CONTRACTOR. SEE PLAN FOR LOAD w 3- I6D -- A35 AT Ic„OC TRUSS - __..__ -_ -_- A35F PER SCHEDULE EN. SIMPSON HOLDOWN W C) '1' w ~ LA SEE PLAN FOR AMOU N O _ I6D @ 6" 0/C rb C) NOTE: AND LOCATION z ,I U a u -- - - SI"'PSON H5, TOP PL TO BLCK'G Q N BLCK'G REQ'D W W 0 a- o Jo�W 2X4 BLCK'G W/ 2-141D TOE NAILS Z W AT CEIL'G LINE EA END - - - -- - - - - -- SHEAR PER PLANS TO BOTTOM ROOF TRUSSES t 8' OC MAX U PLAN O x WALL OF SHEAR TRUSS, OR TO ROOF SPAC'G. 2X STUD WIDTH 2 -I40 2X4 BRACE AT 48" OC - WHEN SHEAR TRUSS IS NOT PRESENT LAP t SPIKE BLCK'G W/ 3 -I60 SOLID BLCK'G EA END 22 18 10 o s o2 .;26JE �D c., ST�u '- FS1�09 3_14D EA SIDE -0" MIN -LuSr BEAM PL,�R PLA°� - -- - - LUST EsEAM PER PLAN -4' - -- STRAP FLOOR JST — — FLOOR JST 8 -I4D MIN POST r + i ? STRAP - -- -- -� - I- TYP SHEAR PANEL: 2X4 FRAME COVERED SHEAR PER PLAN; TOP PLATES — TOP PLATES i W/ 410 SHEAR MATERAL CONT BETWEEN WALL SIMPSON ST6236 BLCK BM AT PL Vi v DIAPHRAGM - TRUSSES ' i EN PER PLANS �. -MFG TRUSS LT BM i TOP PL I. •�, . - - - -- - - STUD BELOW SPLICE - - - - -- -- -- -- - - - - -- - - -- i FLOOR - — -- _ �- -- -- — - - - -- - -- - - - -- _ -- -- 21 " i STRAP REVISED LOAD LT POST NOTES C514 MSTC40 M5TC52 1450 tt 1845 4 2903tt 14" 2X4 -- NAIL STUDS TOGETHER W/ ILD AT 4" OC TYP AT MULTI STUDS 9.5" 2 -2X4 15.5" 2 -2X4 MSTC44 4330 4 5035 It 22.5' 2 -2X4 M5TCi8 28.5" 2 -2X4 +-0" MIN EQ. EQ 5 '"'PS0N x' J -- T — - I E -- STRAP i POST 2X STUDS -/ 2X STUDS - �/ � � � �I --- - - - - -- TOP PLATES POST -- POST -- 4 -I4D PER SHEAR BLCK - STUD BELOW SPLICE — - 3 -8D INTO MFG TRUSS 23 19 15 11 03 S' .P S C i T B r 20J � -- USS SOTTO" , 48„ OC - CHORD -ROOF SHEATHING 2X4 TOP PL o Li CONT. HEADER SHEAR TRUSS, EN 2X4 TOP PL o SIMPSON STRAP EN - _ PERP TRUSS CHORD w E— 4X POST SIMPSON STRONG WALL PER PLANS TRS08 SCREW TO HDR 2X BLCK TOE NAIL TO TRUSS TRUSS BOTTOM 2X4 CALIF FRAMING PER MFG CHORD PLATE WALL MARK A351F) 'HOC AND BLCK'G AT 2 -� 48" SIMP STCT 2X4 TOP PL :5-- � LOW ROOF ANCHOR BOLTS MIN. 2 t. PER PANEL SEE 48" OC 2X e 24° 0 4 TOP PL �F_ -- TOENAILS EN PLAN FOR SIZE EN 9 Ic° PLYWOOD EA END SEE PLAN OC l:2, SIMPSON HOLDOWN STAG TYP A35 12, 13 9" 11 - SEE SCHEDULE (2) PLATES 14 c„ p qR TRUSS CHORD SEE PLAN FOR LOCATION 2X STUDS ROOF & AMOUNT L_ PLYWG SHEATH'G ROOF LOAD ROOF BEFORE A35 INSTALLED EN EN= - - TRUSS PER MFG NOTE: PROVIDE MULT! -STUD t POST PER =LANS LAN r, NT N c 39%' 24 20 16 12 08 04 REVISION DATE BY 2 -14 -03 SJS vI F w L_ w n' 1L `u o �r > O �— E N. N v 2 Ln `L W 131 HEADER UJ j n A `� Lo / Q 8 4X POST u .r J SEE PLAN 5" VICt ANC 'Ht PROPtR'1 OI- 57RUCTURES WFS' USE OF THIS DRAWING ANC ALL REPRODUCTIONS SHEAR PANEL SEE P ORIGINAL 517E FOR WHICH IT WAS PREPARED AND SHALL NOT BE USED UNLESS PROPERLY SEALED AND FOR TYP. OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHfBITED WITHOUT WRITTEN PERM155ION OF ANCHOR BOLTS SEE WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR, EXCEPT SEE PLAN FOR TYP WITH SAME CONTRACTOR. cn w & SPACING MIN. 2 Z J SIMPSON HOLDOWN W C) '1' w ~ LA SEE PLAN FOR AMOU N O C) C) 0 AND LOCATION z ,I U a u U '7 Q N II W LAN r, NT N c 39%' 24 20 16 12 08 04 REVISION DATE BY 2 -14 -03 SJS vI F w L_ w n' 1L `u o �r > O �— c V M c E C4 1 N v 2 Ln `L W 131 w mvM UJ j n A `� Lo / Q 8 ° 4� u .r J v I 5" VICt ANC 'Ht PROPtR'1 OI- 57RUCTURES WFS' USE OF THIS DRAWING ANC ALL REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL 517E FOR WHICH IT WAS PREPARED AND SHALL NOT BE USED UNLESS PROPERLY SEALED AND APPROVED. PUBLICATION OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHfBITED WITHOUT WRITTEN PERM155ION OF STRUCTURES WEST. WHERE A CONTRACTORS NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR, EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. cn w Z J W C) '1' w ~ LA 5 N O C) C) 0 ° z ° U a to U '7 Q N �. W W 0 a- o Jo�W Z W `w 0 U DRAWN SJS CHECKED SJS DATE II -1 -02 SCALE 11�`s AS NOTED JOB NO. 1984 SHEET D2 t ,• I' J U SUL', `f \� ,n REVISION DATE B 2 -14 -03 SJS vI W a ac a n' b a Qr F' c c c±l Qcvz i ~ d) to tn W "W m rn�� U 'b n � dl ° N LL- ,, O S T 5 - -- - -- - - - - - -- - .. - -- - - - 2X S -T uDS r S'' 4010 - 2x STUDS 5,AL, BE RFSTR;C'FD 2;X S i uDS CONT BLCK'G - -- 51TE FOR WHICH :T WAS ,kFFARFD AND 5HA, I NOT BE USED 2X SILL PL SEE PLAN FOR 2x STUDS -- -- PUBIICA71ON Al CANT - -- COND BLCK - 2X SILL PL SEE PLAN FOR OR PART 2X SILL PL SEE PLAN FOR wRITTEN PERM155ION OF 5TRUCTURE5 WEST. WHERE A CON71RACTOR5 i APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR, EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. 0) NAILING S.P.N. SEE PLAN F- CONT NAILING z �' NAILING Iwo w LA o E. N.---- 0 o.Q0 o E. N. _z W ,n W W w o Lu CONT RIM JOIST BN V Q �w CV o U c �� - - -- -- TJI JST OR CONT BLCK'G TJI JST OR CONT BLCK'G MFG JST i', CONT BLCK'G - SIMPSON 435 TJI TRUSS OR BLCK'G RIM JST ii - IF JST �i -- f -- - -�- '�� ' - -_ -- - 16D AT 3" OC FROM - - -- 16D AT 3" OC FROM W /I6D AT b" RIM JOIST OT TURNED 90 DEG �i BOTTOM CHORD OF E. N. BOTTOM CHORD OF OC - - -� TOP PLATE �i �� _ - -- TRUSS TO WALL TRUSS TO WALL DECK JST AT 12" OC "� TOP PLATES TOP PLATES LSIMPSON CS'.6 HANGER i E-.'v. W/ B -D NAILS I MFG TO E.N. 16D AT 3" OC FROM CHORD - -- RIM JST TO TOP PL OF WALL - - WALL HEADER WALL HEADER -- WALL HEADER PER PLANS SHEAR PANEL SEE - PER PLANS V, PER PLANS 4' -0" 9' -0" PLAN -`- SHEAR WALL PER PLANS -- SHEAR WALL PER PLANS - SHEAR WALL PER PLANS SPAN PAST FLOOR JOIST - - -- - -- SPAN PAST FLOOR JOIST SPAN PAST FLOOR JOIST SHEAR WALL - 2X STUDS AT - -- - - -- 2X STUDS AT 2X STUDS AT IL" 0/c 16" 0/C 16 O/C JOIST CONT OVER WALLS FLOOR t DECK JOIST AT WALL JOIST AT EXTERIOR WALLS *uno 21 05 01 ROSS SHEAR aANEL-__- ri _ D E R NON BEAR NG r+EAD POST BELOW -- FULL BEARING Q HANGER L- SIMPSON CS16 4.. W;' 8D NAILS � I z iv Q 4' -0" 9' -0" I n - ; - i SHEAR WALL 22 18 10 06 02 MARK " /oc T ROSS VERT WEB 48 -4� SHEAR FULL HT EQ - WHERE OCCUR 8 24, q 141, 1,111 1,111 EO --- SAAPSON 6224 -(C _ BLCK'G 2 -BAY5 BLCK t EN EN 2X4 WALL � PLYWD I4D AT 4" OC 12. 9N 2. 3 WALL W/ S* -!EAR BEAM (SEE PLAI'v) BEAM OR TJI - - - -- - NAILING P pl A PER PLANS NS CONT EN -- 14 �.. E- BLCK'G SIMPSON ST6224 - -- - - -- CONT BLCK'G AT - - 2X4 PLATE UNO -- - -- TRUSS BOTTOM CHORD BLCK'G WR2 1140TCENAI� I I i I SIMPSON W/ SPN - 2X BLCK'G W/ 3 -I6D WOEN O I O ST12 SHEAR TOP PL PER BLKCG - 0 1 O TRU55 (ALT. USE SIMPSON CONT BLCK'G AT -- A35 AT Ib" O /C) TRUSS TOENAIL ___ rDIAPHRAGM 6D AT --- �/ -- ______ - E . N . W /2 -IbD TO STUDS — SIMPSON CC e' OC E N - - -- - -� _______ HDR POST (SEE PLAN) TRUSS BEAM PER ,y1'' WHERE OCCUR SIMPSON HI WALL PER PLANS 9 EA TRUSS PLANS ILD AT-->I SHEAR WALL L' OC SEE PLAN SIMPSON 435 TOP t BOT MULT STUD OR POST - - -- - PER SCE EDULE CHORD SEE PLAN --------- - - - - -- 2X STUDS AT Ib" O/C WALL PER PLANS USE MSTI 37 AT TJI'S SHEAR FULL HT PER PANS 23 19 15 11 07 03 IF TOP PL4TE IS CONT O. TOP BE--:- e NAILED W/ I6D AT 6" OC, S1 RAP IS NOT REQUIRED FS5 6 FS3110 EQ i� - -- EQ -_ - - - -� - r -- -' , —SIMPSON 435N EA SIDE TJI PER PLANS - SIMPSON HUC EA SIDE BEAM - - - -- - -- -, /\ SIMPSON ST6224 — Lo to r UN0 CREW TO HDR - ER MFG ►- TOP PL - -- - - -- cn HL:.DtR � BEAM PEIR--- -1 - -- HANGER PER � O o °LANS SCHEDULE F- `o O ( O C <- TR'M STuDS� JOIST SIZE SIMPSON HANGER I M AY F REPLACE 0 2 I SIMPSON HUC ! 435 ``'~ 14 TJI /PRO 250 ITT - - I -i - MULT STUD OR POS - - -- - - -- r SEE PLAN USE MSTI 37 AT TJI'S '• 24 20 16 12 08 04 ,• I' J U SUL', `f \� ,n REVISION DATE B 2 -14 -03 SJS vI W a ac a n' b a Qr F' c c c±l Qcvz i ~ d) to tn W "W m rn�� U 'b n � dl ° N LL- u J .r V I SERVICE ANC 'mot PRO"E k'T b( S�R�C'URES WF57 NSF O� 11U5 ANC A,l REPRODUOTION5 5,AL, BE RFSTR;C'FD TO THE Ok:GINA: 51TE FOR WHICH :T WAS ,kFFARFD AND 5HA, I NOT BE USED .;N..ESS PRI r SE At.ED AND APPROVED. PUBIICA71ON OF THIS DRAWING BY ANY METHOD IN WHOLE OR PART 15 PROHIBITED WITHOUT wRITTEN PERM155ION OF 5TRUCTURE5 WEST. WHERE A CON71RACTOR5 NAME APPEARS ON THE DRAWING. ALL WORK SHALL BE COMPLETED BY SAID CONTRACTOR, EXCEPT BY AGREEMENT WITH SAME CONTRACTOR. 0) W l.L F- vj z �' Iwo w LA o 0- 0 o.Q0 o _z W ,n W W w o Lu V Q �w CV o U DRAWN SJS CHECKED SJS DATE II -I -02 SCALE AS NOTED JOB NO. ' 1986 SHEET SD3 NOTE: AT HEADER, FIELD NAIL THRU SHEATHING AND USE 3/8 PLYWOOD /OSB SHIM UNDER FULL LENGTH GARAGE HEADER EMBED LINE REFER TO CURRENT SIMPSON CONNECTOR METAL STRIP WITH 10d COMMON NAILS OR 16d - -�- STRAP WHEN HEADER IS 3-1/8 GLB (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8- GLB CATALOG FOR SSTB INSTALLATION AND SINKERS AT LOCATIONS MARKED BY PAINTED DOTS 1/2" SHIM IS PROVIDED WITH 4" 4" MINIMUM SIZE SHALL BE: SEE DIET. 4 REBAR LENGTH REQUIREMENTS. WALL, BUT IS NOT REQUIRED PRE- INSTALLED ! 3 1/2 xD 11 7/8" PARALLAM PSL 5' _ HDQ8 HOLDOWN N T AND TOP OF PANEL -- PLATE WASHER 3 1 /2 z 1 1 7/8" TIMBERSTRAND (1.5E) A-- 3 1/8 X 12 GLB t � 10 ga. STRAP -SEE DET. 4 O ° ' ` "FRONT" STAMPED ma ° A A , ON PLATE WASHE SHEATHING TO HEADER .. Z ° + • 3" MIN. ALL THREAD ROD Z a SEE DET. e 5" MAX. 1 9 to 3 SSTB28 ' _U_ --- -- - - -- - p COUPLER NUT -- - - -- --- - - - - -- - - - - -- - - -- FIELD NAIL 10ga STRA �14 REBAR ' I � HEADER TO POST do HEADER � TOP PLATES OF STRONG -WALL AS REQUIRED I 'I _ -_ -_ FOR SSTB WITH (10) l Od COMMON /',WITNESS HOLES HEADER (BY OTHERS) VISIBLE FOR NOTE: NAILS AT TOP)AND BOTTOM • INSPECTION - -- VIEW A -A POSITION HEADER FLUSH • ° °• — -_ ° AGAINST STRONG -WALL OF EACH STRAP. SDS1 /4 "x6" SCREWS •_a •: GARAGE HEADER ROUGH OPENING HEIGHT PANEL SHEATHING t� SHEATHING. • \ MODEL H CURB 0 S W HIM" WITH SHIM" ' 1- `I. r ` - ° ; SW16x7 -4HD SW22x7 -4 6" 7' -0" 7' -0 1/2" °�• '° i• _ -- 5 8" �m x 12" AB PERIMETER METAL U— CHANNEL SW16x7 -6HD yy/ 7 MIN. CONCRETE °. • SIDS 1/4" X 6" SCREWS FOUNDATION SW22x7 -6 7 7' -1 " 7 -1 1 /2' / e BEARING PLATE W/" (DESIGN BY OTHERS) EMBEDMENT ° SIDS 1/4 x 2 1/2- PROVIDED I SCREWS SW16x8 -4HD 6" 8' -0" 8' -0 1/2" e a d` WITH WALL. SW22x8 -4 4 � " SW16x8 -6HD SW22x8 -6 7 S' -1" 8' -1 1/2" SSTB PER DETAIL * 1/2" SHIM PROVIDED WITH WALL TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 (RAG TIE ACROSS BEAM SPLICE FULL LENGTH GARAGE HEADER BEAM SPLICE DESIGN BY OTHERS) (DESIGN BY OTHERS) 6 MINIMUM SIZE SHALL BE: MIN. HEADER SEE DETAIL e OR _ SHEATHING • wxxu►i o HOLE ,N RawMc 11E11KRS. ONLY ONE MOLE PER 1E]/8E11 . 602 SINGLE PORTAL SYSTEM DOUBLE PORTAL SYSTEM Cy OR 5 1/8 x 12 GLB OR 5 1/4 x 11 7/8 PARALLAM PSL 71 1 Q Sr W TYP LOCATION OF HOLE _ - 10 ga. STRAP -SEE OFT. e r I _ LSTA STRAP (MIN.) 5 6"\ �� \ LSTA STRAP (MIN.) AT BEAM TO POST MIN. HEADER SEE DETAIL OR 1� L L '-\ AT BEAM TO POST 7/8" (MAX) DIA. HOLE ONLY ONE HOLE IN SHEATHING TO HEADER j SHEATHING 8' MIN. 18'6" MAX. 8' MIN. 18'6" MAX. FADER SUPPORT P S 1" IA. HOLE THROUGH � 3 ((DESIGN BY OTHERS OF (MAX) POST. ONLY 1 HOLE PER SEE DIET. _ (3) -LTP4 AT SUPPORT � I 1 '�� • / POST TO STRONG -WALL j 16'4" MAX. ^ati ` o r 1 " (MAX) DIA. POST IN CROSS HATCHED AREA POST HOLE THROUGH Ct (TYPICAL EACH POST) - TOP PLATES OF STRONG -WALL o OF BLOCKING ° STHD 10 I HEADER SUPPORT POST \, LD ( ) Y : /HO OWN MIN. (DESIGN BY OTHERS) , I H •:.� •`. CURB SDS1 /4 "x6 SCREWS I COLUMN BASE (DESIGN BY OTHERS) `` ,'••t' , sa+ et sr 1 OLUMN BASE -- (DESIGN BY OTHERS) 5.75 PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" 22 PORTAL WALL OPENINGS 9 NOTE, 5/8" DIA. ALL NECESSARY HARDWARE, FOR MUDSILL A.B. SSTB28 PANEL INSTALLATION, IS -- SSTB28 ®� NOTE, PRE - ATTACHED OR PROVIDED. EXCEPT T r n ® REFER TO THE CURRENT SIMPSON FOR TEMPLATE AND ANCHOR BOLTS. —1" MAX. CONNECTOR CATALOG FOR -- _. TEMPLATE SELECTION CHART. TOP OF CONCRETE ' 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY, INC. ", - 1 HOME OFFICE: 4120 DUBLIN BLVD., #400 DUBLIN, CA 94568 ri TEL: (800) 999 -5099, FAX: (925) 875 -0826 SWT EXTERIOR TEMPLATE SIMPSON STRONG -TIE COMPANY, INC. IS AN ISO 9001 REGISTERED (FOR 2x FORM BOARDS) COMPANY. FULL LENGTH GARAGE HEADER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE (DESIGN BY OTHERS) TO THESE DRAWINGS AND THE STRONG -WALL' INSTALLATION GUIDE, T- SWGUIDE. WITH MINIMUM SEE SHEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES SIZE AS SHOWN SWO FOR IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE ALLOWABLE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, ON DET S & 6 OPENINGS CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED z PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE LD W RESPONSIBILITY OF THE DESIGNER. REFER TO I.C.B.O. PFC -5485 Z FOR FURTHER INFORMATION. 5/8" DIA. a MUDSILL A.B. SST828 0 SSTB28 / = 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 3. 10 11 TOP OF EMBED LINE AT CONCRETE TOP OF CONCRETE SWTI INTERIOR TEMPLATE GARAGE HEADER ROUGH OPENING HEIGHT MODEL H CURB W/O SHIM" WITH SHIM* SW16x7 -4H0 6" 7' -0" 7' -0 1/2" SW22x7 -4 z^ U m C14 F-- SW16x7 -6HD SW22x7 -6 7" 7' -1 " 7' -1 1/2" SW16x8 -4HD 6" 8' -0" 8' -0 1/2" SW22x8 -4 U m Cn z rn SW16xB -6HD 7" 8--l" 8' -1 1/2" SW22x8 -6 WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE iu ' ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR cr _ _ THE STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY W SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, °a PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR _ TO CONSTRUCTION. u.j < 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -Wi4L v; LD X IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL z m(D co 00 (FOR 2x4 ABOVE CONCRETE) z 1/2" SHIM PROVIDED WITH WALL Q r- BUILDING OFFICIAL. ;'. ,a .t; z^ U m C14 F-- x o LL O "41 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE" ' � 0 U m Cn z rn a, • mo V) WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE iu Nv O Cl� TL v _ .: • ., d • '° AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT ' • ' �' • • ° r• _ _+ . y MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL '0 ' ' °• 4• BUILDING DEPARTMENT. " "' -ULn �- .. t 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING e CONCRETE DESIGN ° BY OTHERS • SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDINGS LATERAL ° e .' FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH °- NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO CD - - THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. GARAGE PORTAL WALL TABLE 3 > � OF 8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO NUMBER OF NUMBER OF MUDSILL NUMBER OF HOLDOWN ASSEMBLED TOP CONCRETE SWTPF TEMPLATE MODEL SET UP W (in) H (in) T (in) FASTENERS IN TOP OF WALL ANCHOR BOLTS ANCHOR BOLTS WALL WT.. ([be) CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. (FOR PLYWOOD PANEL FORMS) SW16x7 -4HD 16 78 4 1 B -SDS 1 /4x6 2 -5/8.0 2— SSTB28 90 SW16x7 -6HD 16 78 5.75 8 —SDS 1/4x6 2 -s /8•. 2— SSTB28 112 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. SW16x8 -4HD 16 90 4 B —SDS 1/4x6 2 -5/8 "0 2— SST828 95 SW16x8 -6HD 16 90 5.75 8 —SDS 1/4x8 2 -5/8 "0 2— SST828 120 SW22x7 -4 22 78 4 1D —SDS 1/4x6 2 -5/8 -0 2— SSTB28 95 SW22x7 -6 22 78 5.75 1 10 —SDS 1/4x6 2 -5/8 -0 2— SSTB28 117 SW22x8 -4 22 90 4 10 —SDS 1 /4x6 2 -5/8 ". 2— SSTB28 105 SW22x8 -6 22 90 5.75 10 —SDS 1 /4x6 2 -5/8 "0 2— SSTB28 130 NOTES 16 13 STRONG-WALL TEMPLATES 14 PORTAL WALL SPECIFICATIONS 15 12 z M 0 la ❑d DG C> =10 J d Is .i z 11� NAMI•, S. H. DATE 01/31/01 SCALE NO SCALE CHECKED R.A. , J.G. SHEET S WP OF SHEETS m(D co 00 i- 00 z rno Q r- U U 10 00 O z^ U m C14 F-- x o LL O "41 Z � 0 U m Cn z rn a, O mo V) Lv Nv O Cl� TL v M 0 la ❑d DG C> =10 J d Is .i z 11� NAMI•, S. H. DATE 01/31/01 SCALE NO SCALE CHECKED R.A. , J.G. SHEET S WP OF SHEETS F C i 3 U, a SEE SW2 SHEET FOR STACKED REFER TO THE CURRENT STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG SEE SW2 SHEET FOR STACKED STRONG -WALL REQUIREMENTS. REFER TO THE CURRENT SIMPSON CONNECTOR CATALOG SEE SW2 STRONG -WALL SHEET FOR STACKED REQUIREMENTS. 'FRONT' ON STAMPED PLATE WASHER SEE SW2 SHEET FOR STACKED STRONG -WALL REQUIREMENTS. CHECKED 'FRONT' ON STAMPED Pk�ASWER SHEET Z O S W1 FOR SSTB INSTALLATION AND Q ICI FOR SSTB INSTALLATION AND r-1 U 00 0 Z U 3 1/2' REBAR LENGTH REQUIREMENTS EMBED LINE REBAR LENGTH REQUIREMENTS I , I O •-• 11 I I } I ti U FACE OF STRONG - EMBED LJNE rn O 0 0 0 PRE- INSTALLED Cl� WALL PANEL 1 Z rn Z PRE - INSTALLED HD08 HOEDOWN O HDO8 HOLDOWN NUT ANO Cl) LA_j 00 O (V PLATE WASHER � J =Q= ONE /4 REBAR •� z Lo �I VIEW A -A • Imo' PRE-INSTALLED 5051 /4x8" AS REQUIRED FOR SSTB 5x !A A VIEW A -A SCREW 5-j 1 • L ° 3" MIN. NUT AND ALL THREAD NOTE: °` • d ° a ti ° 5' MAX. PLATE WASHER I f i , USE SSTB34 A.B. IF e A. i ° ' 1 +< A A COLD JOINT EXISTS . ° • \\ ° 1 I ° URiR NUT AT SLAB AND F OOTING INTERFACE. \ d ,l t ° - -- • - �,' LES I VISIBL FOR I. ° Al -. - -- 1 3. MIN. ° ° i i e 1 ° 1--ALL THREAD ROD \. FLOOR SHEATHING 1 1/4' -1 1/2' RIM JOIST 1 ` 5 MAX. SSTB28 • 4 REBAR AS 1 i d EOUIRED FOR SSTB28 BEARING PLATE W / SD51 /4x2 1/2' I' li , 1' I I I_ .J i__ i i' __ , I i I ° 11 r- coUPLER NUT SCREWS I I I 1 I FLOOR J06T NOTE `I (DESIGN �) ° --- -._ _ d � - EMBEDMENT INTO • 11 • a VISIBLE FOR INSP. TO ACCEPTBFLOOR R BLOCKING ° FOOTING REQUIRED WHERE I (2) 3. x6.5x3/6 (2) PER DETAIL _ Id SST92E - srEMWALL HEIGHT IS ° LESS THAN 24 -7/8 INCHES. n G . �,,` • BEARING PLATES ALL THREAD ROD (NOT PROVIDED) COUPLER NUT FRANIM ANCHOR { (DESIGN BY OTHERS) ° 4� d I i t t I I 4-12" 11 • BLOCKING, SAME SIZE i MATERIAL • , __ • � ��$$ pLE$ I 1 AS RIM JOIST, STITCH NAILED TO I i ° - ° . d - ° / e d I I I 1 ° I I I I I • ° I r (3) 2x4 DASH 6LOCKS MIN.) OR MIN. VISIBLE FOR INSP. RIM JOIST W/ 3 ROWS OF d w tOd x 2 1/2 LONG AT 3" O.C. _ • ,' - -- •, ``�. ° ° I I I I 5/8 ' x 12' AB -d SOUD BL KING SILL PLATE AND ANCHORAGE a FIORIZONTAL • d (DESIGN BY OTHERS) CONCRETE STEM WALL ° j j- W/ 7' MINIMUM • 3" CLR, d d (DESIGN BY OTHERS) STRONG -WALL POST • I I ° CONCRETE EMBED 3" CLR. ° ° ° ! - MIN. ° STUD SHOE REMOVED FOR CLARITY) ° • I I SSTB28 '�,� °� • �� if ° CONCRETE STEM WALL MIN. FOUNDATION (DESIGN BY OTHERS) d SEE DETNL - d ° �d I I HEREa e ° 1 L (DESIGN BY OTHERS) SSTB28 y 1 d a SEE DETNL �'"'�� • • e d • SSTB ANCHORAGE (SLAB ON GRADE) 1 SSTB ANCHORAGE (CONC. STEM WALL) 2 STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 ROOF FRAMING (BY OTHERS) A35 FRAMING ANCHOR. (DESIGN BY OTHERS) L. TOP PLATES L__mAX. 7/8' SHIM STRONG-WALL TOP PLATES , I i SDS1 /4'x6' SCREWS TOP PLATE CONNECTION 6 7 8 9 10 5/8" DIA. MUDSILL A.B. SSTB28 SSTB28 I NOTE, NOTE: ALL NECESSARY HARDWARE, FOR REFER TO THE CURRENT SIMPS❑N " PANEL INSTALLATION IS T •-1 MAX- CONNECTOR CATAL ❑G FOR PRE - ATTACHED OR PROVIDED. EXCEPT Q Q - - - - - - TOP OF TEMPLATE SELECTI ❑N CHART. FOR TEMPLATE AND ANCHOR BOLTS. �� Y I CONCRETE I _ -- "" - "- - - - - - -- -- .__- 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY " SIMPSON • • STRONG -TIE COMPANY, INC. ", e HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 94568 TEL: (800) 999 -5099, FAX: (925) 875 -0826 " SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED 'I 'I 'I 'I COMPANY. SWT EXTERIOR TEMPLATE 9 if 9 ' (FOR 2x FORM BOARDS) ' RAISED FLOOR STRONG -WALL STANDARD ST WALL i 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT ' SEE SHEET CONFORMANCE TO THESE DRAWINGS AND THE STRONG- WALL'M SW0 FOR INSTALLATION GUIDE, T- SWGUIDE. MODIFICATIONS TO THIS -_ -__ \� �I PRODUCT D ASSOCIATED TS CHANGES THE ALLOWABLE OPENINGS N NSTALLATIONMETHODSSHHOW ON THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED i ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE ' OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION •t • • �'` PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. -� - -�' ' REFER TO I.C.B.O. PFC -5485 FOR FURTHER INFORMATION. •. ��'� - - -�� 5/8" DIA. • ' SLAB ON GRADE MUDSILL A.B. SSTB28 SSTB28 W \'? WOOD FL ❑OR � 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE T = STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL • BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT thxr ' ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. SINGLE STORY STRONG—WALLS 1 1 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN EMBED LINE AT TOP OF CONCRETE - RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. if TOP OF CONCRETE 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL SWTI INTERIOR TEMPLATE BUILDING OFFICIAL. " (FOR 2x4 ABOVE CONCRETE) 6. THE BUILDING STRUCTURE SHALL BE DESIGNED' Ik ACCOROANCC'IiiTAtt4t 2ND FLOOR RF ' LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND AW •VTMER,,,��, STRONG -WALL LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. i 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RE'SITMG SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTJNG �' s SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LAttFk 1d;r)Q STANDARD STRONG -WALL MODELS RAISED FLOOR STRONG -WALL MODELS FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. e e M oEL NUMBER OF W (in) H ('n) T ('n) HOLDOWN ASSEMBLED R WEIGHT SET EL NUMBER OF H (in) T FASTENERS IN NUMBER OF FASTENERS IN HOLDOWN MAX. WALL ANCHOR WEIGHT e ANCHORS (IIGH BOLTS P (w ) (in) BOTTOM OF WALL TOP OF WALL BOLTS (Ibs) 8. 1 SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE r 7 0 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FO'fk _ - SW18x8 18 93 1/4" 3 1/2 2 -5/8'0 2- SSTB28 85 SWtBxB -RF 18 93 1/4' J 1/2 13 -SDS 1/4x6 13 -SDS 1/4x6 2- SSTB28 85 SUCH CHANGES. 1ST FLOOR RF - STRONG -WALL SW24x8 24 93 1/4' 3 1/2 2 -5/8'0 2- SST828 91 SW24x8 -RF 24 93 1/4' 3 1/2 16 -SDS 1 /46 16 -SDS 1/4x6 2- SSTB28 91 TOP OF CONCRETE Sw32x8 32 93 1/4" 3 1/2 2 -5/6'0 2- SSTB28 116 SW32x8 -RF 32 93 1/4' 3 1/2 20 -SDS 1 /4x6 20 -SDS 1/4x6 2- SS7`328 116 9• ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 1ST FLOOR STD. STRONG -WALL / SWTPF TEMPLATE SW48x8 48 93 1/4" 3 1/2 3 -5/8 "e 2- SST828 149 SW48x8 -RF 46 93 1/4" 3 1/2 28 -SDS 1/4x6 28 -SDS 1 /4x6 2- SST828 149 (FOR PLYWOOD PANEL FORMS) sw 1 m 18 105 1/4' 3 1/2 2 -5/8 "0 2- SST828 94 SW 18x9 -RF 18 105 1/4* 3 1/2 13-SDS 1/4x6 13 -SDS 1/4x6 2- SST1328 94 SW24x9 24 105 1/4' 3 1/2 2 -5/8'0 2- SSTB28 101 SW24x9 -RF 24 105 1/4' 3 1/2 16 -SDS 1/4x6 16 -SDS 1/4x6 2- SST828 101 SW32x9 32 105 1/4' 3 1/2 2 -5/8'0 2- SSTB28 128 SW32x9 -RF 32 105 1/4 3 1/2 20 -SDS 1 /4x6 20 -SDS 1/4x6 2- SST828 128 ,GRADE SEE SW2 SHEET FOR STACKED SW48x9 48 105 1/4' 3 / 1/2 3 -5 B e 2- SSTB28 165 SW48x9 -RF 48 105 1/4" 3 1/2 28 -SDS 1/4x6 28 -SDS 1/4x6 2- SSTB28 165 SLAB ❑N • : STRONG -WALL ANCHOR BOLT SW24xt0 24 117 1 / 4' " 3 1/2 2 -5 / 6e 2- SSTB28 111 SW24x10 -RF 24 117 1/4' 3 1/2 is -SDS 1 /4x6 16 -SDS 1 /4x6 2- SST828 111 • REQUIREMENTS. SEE SW2 SHEET FOR STACKED WOOD FLOOR SW32x10 32 117 1/4' 3 1/2 2 -5/8'0 2- SSTB28 134 SW32x10 -RF 32 117 1/4' 3 1/2 20 -SDS 1/40 20 -SDS 1 /44 2- SSTB28 134 STRONG -WALL REQUIREMENTS. SW48x10 48 117 1/4' 3 1/2 3 -5/8 "0 2- SSTB28 171 SW48x10 -RF 48 117 1/4' 3 1/2 28- DS 1/4x6 28 -SOS 1 /44 2- SSTB28 171 STACKED STRONG —WALLS 12 STRONG —WALL TEMPLATES 13 SINGLE STORY STANDARD 8c RAISED FLOOR WALL SPECIFICATIONS 14 NOTES 1 a ■ O • •i z N NAMr: S. H. DATE -- z SCALE —_ 00 to CHECKED 00 SHEET Z O S W1 Q Q ICI r-1 U 00 0 Z U mN o� I , I O •-• F I ti U � Z rn O 0 0 0 In w m Cl� U rn 1 Z rn Z LL- m O ::)O Cl) LA_j 00 O (V � J =Q= •� z Lo �I • W Y■ry� a ■ O • •i z N NAMr: A0: �� S. H. DATE -- 01/31/01 SCALE NO SCALE CHECKED R. A. , J. G. SHEET S W1 OF SHEETS A0: �� D "FRONT" STAMPED A36 ALL THREAD ROD d ON PLATE WASHER RQBDN TO 2ND FLOOR "FRONT* STAMPED REFER TO THE CURRENT ° PRE - INSAA (NOT PROVIDED) ° HDQB HASTM A36 ALL THREAD ROD ON PLATE WASHER SIMPSON CONNECTOR CATALOG ° •s • TO -(NOT PROVIDED) COUPLER E FOR SSTB INSTALLATION AND I I I I 31 2 REBAR LENGTH REQUIREMENTS z d • I BIBLE FOR INS. / f 4 (1I 2x4 ALWAYS REO'D NUT AND I V!!! } € FACE OF STRONG - • d OUPLER NUT I IWITH Fg21350 pta PLATE wASHER I I I WALL PANEL a • • (1) 2x4 ALWAYS REO _--- - EMBED UNE WITH Fc121350 psi • 1y�-NE5 HpL�� ; VISIBLESFOR INSP• ADDITIONAL 2x4 REQUIRED* I " I VATH Fq 2 1350 pal A A A 9 H ONE `4 REBAR 5 ANCHOR BOLT VIEW A -A FOR FOLLOWING WALLS I' ALL VIEW A -A PRE- NSTALLED SDS1 /4'x6' AS REQUIRED FOR SSTB • I NUT AND I THREAD ROD SCREWS x ADDITIONAL 2x4 REOUIRm PLATE WASHER UTILIZING TUD ON 2ND FLOOR: (NOT PROVIDED) 12 MIN. WITH FcL21350 psi SW48x8 -RF SW48x9 -RF 5" • *AS REQUIRED FOR MAXIMUM FOR FOLLOWING WALLS I •' UTILIZING TUD ON 2ND FLOOR: A-. A OVERTURNING COMPRESSION FORCE. I NOTE. I b < ASTM A449 HIGH SW48XB SW48x9 I COUPLER NUT • ENGINEER OF RECORD MAY WANE I RICH STRENGTH USE SSTB34 A.B. IF ee 1t e ° •• STRENGTH ALL ; DEPENDING ON ADDITIONAL TOTAL I (NOT PROVIDED) COLD JOINT EXISTS ° d e OPTIONAL HIGH jA THREAD ROD ALL THREAD ROD 5 SW48x10 I ASTM A449 HIGH SIREN DESIGN LOAD. AT SLAB AND �t STRENGTH COUPLER -AS REQUIRED FOR MAXIMUM (NOT PROVIDED) FOOTING INTERFACE. ! Iv IF 2 PIECE ANCHOR d • • • OVERTURNING COMPRESSION FORCE. BEARING �� W/- ` _ • ° • SDS1 /4x2 1/2" ALL 2x4'S FACE NAILED W/ FLDOR SHEATHING e. , 1 -- - " A ENGINEER OF RECORD MAY WANE SCREWS _ _ 3 MIN. ASTM M49 RICH I ( • d OR REQUIRE ADOfiKXJAI 2x4'S HIGH ST�EN�,�}� 10d O 8 O.0 STAGGERED y if 11 it it 1t i1 - -If 1 1/4 "•"1 1/2� RtM JDIST d " STRENGTH HEX 4 • DEPENDING ON ACTUAL TOTAL I �- (COUPLER NUi " , 4. It I 5 MAX. FOUNDATION • HEAD BOLT -- ±' = -� - -� -- 4 DESIGN LOAD. NOT PROVIDED BFLOOR RIM JOIST • (DESIGN BY OTHERS) ; ; ; A i i - - _. I TO ACCEPT SU k BLOCKING •J IA e `'' • - •. A , I , I O 5x x3/8 (DESIGN BY OTHERS) FLOOR JOIST t' ALL 2x4'5 FACE NAILED W/ , ASTM A449 HIGH STRENGTH ROD PER DETAIL _ ` e 1 Dd O 6 O.0 STAGGERED f f f{ 1 I BEARING PLATES (NOT PROVIDED) SSTB28 d • 1 - ° i i ' ° • • ; • - d 1 1 1 1 ° I e 4 -1�� (HIGH STRENGTH COUPLER TRAMMING ANCHOR { • d1� _ I II. • d • I. I I IK7 ° I I �3 2x4 SQUASH (NOT PROVIDED Pik A - • • _ • , , • ° a 16 • • • 5/B x 12' AB ( MIN. DESIGN BY OTHERS) ° �`. ° d Z ° a 1 i . •... . Z i . e • • ° I I ° I l I I OC KS MIN.) OR 1 • N It - 1 I W/ 7' MINIMUM �Z SDUD BLOCKI G I BLOCKING, SAME SIZE k MMT131'IAl q I I I I IX- CONCRETE EMBED , / 1 1 AS RIM JOIST, STITCH NAILED TO " d " 12" MIN. " 12" MIN. $TRONC-WALL POST ° 4 1 2- LENGTH MN. i - -- _ 12 MI I'I 12 MINA LF I I RIM JOIST W/ 3 ROWS OF J,1° N • STUD SHOE REMOVED I I ° • d e A e �' _ r • • FOUNDATION OR CLARITY) I I SILL PLATE AND ANCHORAGE +1 1Od x 2 1/2 LONG AT 3" O.C. e - • M • d I I. d4J ASTM A449 HIGH STRENGTH I I • d • HORIZONTAL d ° J f ♦ .. • (DESIGN BY OTHERS) • ° /1 I I d af i DESIGN BY OTHERS t {(! i i ° ANCijQR SEE DETAIL fi -.yJ -i All. ( ) - FOUNDATION • �� . ��' SNOT PROVIDED) d • i i HERE STOPS • d 11 3" CLR, e - (DESIGN BY OTHERS) • .� • a• " - a ASTM A449 HIGH STRENGTH - • I 1 - _ .. • 1 I CONCRETE STEM WALL e e ° . 3 • • 3" ANCHOR SEE DETAIL L ( • • • u MIN. (NOT PROVIDED) d • • ♦ . (DESIGN BY OTHERS) STEM -WALL SLAB [IN GRADE d SSTB ANCHORAGE (SLAB ON GRADE) 1 HIGH STRENGTH ANCHORAGE 2 STANDARD WALL SI LL (STACKED) 3 RAISED FLR WALL SILL (STACKED) 4 RAISED FLOOR WALL SECTION 5 NOTE: NOTE: PRE - INSTALLED PRE - INSTALLED NOTE: PRE-INSTALLED (1) 2x4 MIN. FACE NAILED (1) 2x4 MIN. FACE NAILED DD NOT REMOVE CLAMP UNTIL TUD IS FULLY 1R1T1TUDE6 REMOVE UNTIL TUO IS FULLY HDQB HOEDOWN UN NOT REMOVE CLAMP HDOB HOEDOWN HDOB HOEDOWN TO STRONG -WALL POST W TO STRONG -WALL POST W/ INSTALLED. W/ OPTIONAL INSTALLED. W/ OPTIONAL w/ OPTIONAL /8-1 INSTALLED. (3) 2x4'S MINIMUM 10d O 6" 0.0 STAGGERED (3) 2x4'S MINIMUM lod O 6' O.0 STAGGERED TUD 7/B -1 TUD 7/S -1 TUD 7/8 -1 CLAMP 2ND FLOOR RF CLAMP e I CLAMP _ STRONG -WALL STRONG -WALL WITH Fcl > 1350 psi A36 ALL THREAD ROD WITH Fc12 1350 psi A36 ALL THREAD ROD STRONG -WALL 2ND FLOOR RF N TO 2ND FLOOR STRONG -WALL TO SECOND FLOOR STRONG -WALL [ALO AD ROD —ALL THREAD ROD A LL THREAD ROD - NUT COUPLER NUT COUPLER NUTWHEN NO PORTION OF A FIRST WHEN NO PORTION OF A FIRST - HOLES I ESS HOLES WITNESS HOLES FLOOR SHEAR WALL OCCURS BELOW FLOOR SHEAR WALL OCCURS BELOW CUTOUT SUSFLOOR OR INSP. VISIBLE FOR INiSP. VISIBLE FOR INSP. THE SECOND FLOOR STRONG -WALL; THE SECOND FLOOR STRONG -WALL; TO ACCEPT FLOOR SHEATHING CUTOUT SUBFLDOR FLOOR SHEATHING FLOOR SHEATHING CUTOUT SUBFLOOR TO THE POST, ANCHORAGE, AND ROD / THE POST, ANCHORAGE, AND ROD (2) 3.5x6.5x3/S TO ACCEPT ACCEPT REQUIREMENTS SHALL BE AS REQUIREMENTS SHALL BE AS i (2) 3.5x6 .5x3/8 BEARING PLATES (2) 3.Sx6.5x3/8 1� '� t SPECIFIED BY THE ENGINEER DUE SPECIFIED BY THE ENGINEER DUE / 1 ; . _ - 11 fI 1i -1t 1t .1 "r BEARING PLATES TO VERTICAL IRREGULARITY. �' TO VERTICAL IRREGULARITY. BEARING PLATES COUPLER NUT i COUPLER NUT RIM 'SST i RIM JOIST RIM JOIST R BLOCKING 11 k BLOCKING 11 & BLOCKING 11 PER DETAIL WITNESS HOLES i j WITNESS HOLES 3) 2x4 SQUASH / PER DETAIL e 3) 2x4 SQUASH PER DETAIL e (3) 2r4 SQUASH SILL VISIBLE FOR INSP. FLOOR SHEATHING VISIBLE FOR INSP. CUTOUT SUBFLOOR LOCKS MIN. OR 4 -1 2" S MN. OR 4 -1/2• SOLD BLOCKING (MIN.) ( ) TO ACCEPT SOLID BLOCKING 4 -1/2" / . SOLID BL KI C (2) 3.5x6.5x3/8 MIN. MIN, BEARING PLATES MIN I I ° I I • d (3) 2x4 SQUASH FIELD DRILL SHIM k DOUBLE TOP PLATES DOUBLE TOP PLATES DOUBLE TOP PLATES DBL TOP PLATES FOR FIELD DRILL FIELD DRILL d I o 1 I ° BLOCKS (MIN.1 OR , " , ;, x DBL TOP PLATES FOR ° e b FI � � x DBL. TOP PLATES FOR � � u d 1 I ° I I ° ALL THREAD ROD. ° SOLID BL CKI C (3) 2x4 SQUASH ALL THREAD ROD. ALL THREAD ROD. • ° I I d I I hl/I' ,, i r i i x-1/2" i�BLOCKS (MIN.) OR MK MIN. SOLID BLOCKING i" PREDRILLED HOLE MAX. 7/8' SHIM (3) 2x4'S MIN. I f° N d I • WITH Fc1 1350 psi I I ° SSTB ANCHaR � Ie ° � �, PER DETAIL s •° e ADDITIONAL 2x4 STUDS I ;I I I I I i t i I ALL THREAD ROD ALL THREAD ROD .Lod t Ld ° ° STRONG -WALL TOP PLATES OR 4x6 T DFL /2 ° v PER DETAIL e OR a TO 2ND FLOOR TO 2ND FLOOR POST ONLY e e I I o I ALL THREAD ROD WHEN NO PORTION OF A FIRST (NOT PROVIDED) (NOT FRONDED) OFFSET STRONG -WALL FIB o o AS APPLIES. TO 2ND FLOOR FLOOR SHEAR WALL OCCURS BELOW I Imo- -SSTB ANC - -� I I TO PROVIDED) THE SECOND FLOOR STRONG -WALL; FIRST FLOOR STRONG -WALL AND THE POST ANCHORAGE, AND ROD FACE ADDITIONAL AI 2xI STUD WITH FcL E POST ONLY 7A ° j y PER TNL I OFFSET STRONG -WALL � I REQUIREM�N75 Shall BE AS FACE NAILED To STRONG-WALL END POST id t•4 1ST FLOOR SDS1 /4 "x6' SCREWS SPECIFIED BY THE ENGINEER DUE 10d COMMON NAILS AT 5" O.C. LA WITH V STRONG -WALL TO VERTICAL IRREGULARITY. :��j V — --%I— STAGGERED. 1ST FLOOR OFFSET (SLAB ON GRADE) 6 1 ST FLOOR OFFSET (WOOD FLOOR) 7 SECOND FLOOR (STACKED) 8 SECOND FLOOR (POST ONLY BELOW) 9 SECOND FLOOR (OFFSET STRONG — WALLS) 10 SSTB28 AT 2ND FLOOR OFFSET WALLS NOTE: ® ®� ASTM A449 H.S. ANCHOR BOLT AT 2ND ALL NECESSARY HARDWARE, FOR 3 1/2" FLOOR STACKED WALLS PANEL INSTALLATION, IS T •--1" MAX. PRE- ATTACHED OR PROVIDED FACE OF STRONG- EXCEPT FOR TEMPLATE, ANCHOR WALL PANEL 2ND FLOOR RF ROOF FRAMING TOP OF BOLTS, THREADED ROD, AND STRONG -WALL BY OTHERS) CONCRETE - = COUPLER NUTS AS NOTED BELOW 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY ' SIMPSON - -- -- _ STRONG TIE COMPANY, INC.-, -- -- - HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 94568 PRE - INSTALLED SD51 /4'x6' - c � _ SCREWS A35 FRAMING ANCHOR. WALL TYPE TEL: (800) 999 -5099, FAX: (925) 875 -0826 (DESIGN BY OTHERS) " SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED FLOOR SHEATHING " STACKED OFFSET STACKED 5/8 DIA• COMPONENT ST WALL WALL STANDARD WALL COMPANY. MUDSILL A.B. A36 ROD 1ST FLR 1 ° S WT EXTERIOR TEMPLATE HD To 2ND FLR HD (2) pig. (2) (2) pcs. ��DBL. TOP PLATES H.S. COUPLER NUT (4) pcs. - (2) pcs. (FOR 2x FORM BOARDS) A449 ROD TO 1 T MAX. 7/8" SHIM FLOOR HOEDOWN (4) pcs. _ (2) pcs. i 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT —STRONG-WALL TOP PLATES A449 ANCHOR BOLT (2) pcs. _ (2) pcs. = CONFORMANCE TO THESE DRAWINGS AND THE STRONG-WALL TM 1 1/4'•••1 1/2' RIM JOIST H( INSTALLATION GUIDE, T- SWGUIDE. MODIFICATIONS TO THIS SECOND FLOOR JOIST PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE (DESIGN BY OTHERS) INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE i INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED SIMPSON LTP4 SEE SWO SHEET FOR ARCHITECT, CIVIL. OR STRUCTURAL ENGINEER. THE PERFORMANCE FRAMING ANCHOR OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION (DESIGN BY OTHERS) BLOCKING, SAME SIZE & MATERIAL SSTB28 AT 2ND FLOOR OFFSET WALLS ALLOWABLE OPENINGS AS RIM JOIST, STITCH NAILED w ASTM A449 H.S. ANCHOR BOLT AT 2ND PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. 3 ROWS OF tOd x 2 1/2 LONG REFER TO I.C.B.O. PFC -5485 FOR FURTHER INFORMATION. AT 3' O.C. HORIZONTAL SDS1 /4 "x6" SCREWS FLOOR STACKED WALLS i DOUBLE TOP PLATES MAX. 7/8' SHIM PRE - INSTALLED 1 ' : 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. CONDITIONS, 1� FLOOR SDS1 /4'x6' SCREWS ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL sD --- -- STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT 1K I e F ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. SECOND FLOOR SECTION 11 TOP PLATE CONNECTION 12 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT ______ EMBED LINE AT TOP OF DRAWINGS. / ^ - - - --� ` TOP OF CONCRETE CONCRETE I I I I 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL. SWTI INTERIOR TEMPLATE ' (FOR 2x4 ABOVE CONCRETE) 5 /8" ow. 1 2ND FLOOR RF 12 2ND FLOOR RF 1 1 - MUDSILL A.B. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE STRONG -WALL STRONG -WALL T LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN 2ND FLOOR RF STRONG -WALL REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. i o 10 sa 10 e i e A 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM �� , �__ _ � ' �_ _� -. ___` �_ _�_, SSTB28 AT 2ND FLOOR OFFSET WALLS OF THE STRUCTURE. DESIGN OF THE BUIL.DING'S LATERAL FORCE RESISTING ASTM A449 H.S. ANCHOR BOLT AT 2ND SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND IS THE RESPONSIBILITY OF THE SECOND FLOOR STRONG -WALL MODELS MODEL SET UP W (In) H (in) (inT ) NUMBER OF FASTENERS IN TOP OF WALL FLOOR STACKED WALLS MAX. WALL WEIGHT (Iba) SW18x8 -RF 16 93 1/4' 3 1/2 9 -SDS 1/4x6 -- 85 SW24xB -RF O) I I I I I I I 1 I I I 0 0 SW32xS -RF 32 a 3 1/2 16 -SDS 1/4x6 20 -SDS 1 /4x6 116 - 48 93 1/4" �' 24 -SDS 1 /40 28 -SDS 1 /4x6 149 SW1Bx9 -RF 18 105 1/4' 3 1/2 POST 1ST FLOOR STD. 94 SW24x9 -RF 24 105 1/4' 3 1/2 12-SOS 1/4x6 ONLY STRONG -WALL 1ST FLOOR RF SW32x9 -RF 1 ST FLOOR RF TOP � F 3 1/2 16 -SDS 1/4x6 20 -SDS 1/4x6 128 POST STRONG -WALL 48 STRONG -WALL CONCRETE 24 -SDS 1/4x6 28 -SDS 1/4x6 165 SW24x10 -RF ONLY 117 1/4' 3 1/2 12 -SDS 1/4x6 16 -SDS 1/4x6 SWTPF TEMPLATE SW32x10 -RF 32 117 1/4' 1ST FLOOR STD. 20 -SDS 1/4x6 134 SW48x10 -RF 48 IM 69 7A 7B 3 ' , STRONG -WALL • 171 1 (FOR PLYWOOD PANEL FORMS) •) :r � V1 5/8 DIA. i I I I it I I I MUDSILL A.B. •��_�t:.�f.. �' -, - - -� I I I I •A.- Lam_. -.,• I I NOTE SLAB ON GRADE SLAB ON GRADE SEE CURRENT SIMPSON CATALOG WOOD FLOOR WOOD FLOOR FOR TEMPLATE SELECTION CHART. SECOND FLOOR STRONG -WALL MODELS MODEL SET UP W (In) H (in) (inT ) NUMBER OF FASTENERS IN TOP OF WALL NUMBER OF FASTENERS IN BOTTOM OF WALL MAX. WALL WEIGHT (Iba) SW18x8 -RF 16 93 1/4' 3 1/2 9 -SDS 1/4x6 13 -SDS 1/4x6 85 SW24xB -RF 24 93 1/4' 3 1/2 12 -SDS 1/4x6 16 -SDS 1 /4x6 91 SW32xS -RF 32 93 1/4" 3 1/2 16 -SDS 1/4x6 20 -SDS 1 /4x6 116 SW48x8 -RF 48 93 1/4" 3 1/2 24 -SDS 1 /40 28 -SDS 1 /4x6 149 SW1Bx9 -RF 18 105 1/4' 3 1/2 9 -SDS 1 /4x6 13 -SDS 1 /4x6 94 SW24x9 -RF 24 105 1/4' 3 1/2 12-SOS 1/4x6 16 -SDS 1/4x6 101 SW32x9 -RF 32 105 1/4' 3 1/2 16 -SDS 1/4x6 20 -SDS 1/4x6 128 SW48x9 -RF 48 105 1/4' 3 1/2 24 -SDS 1/4x6 28 -SDS 1/4x6 165 SW24x10 -RF 24 117 1/4' 3 1/2 12 -SDS 1/4x6 16 -SDS 1/4x6 111 SW32x10 -RF 32 117 1/4' 3 1/2 16 -SDS 1/4x6 20 -SDS 1/4x6 134 SW48x10 -RF 48 117 1/4' 3 1/2 24 -SDS 1/4x6 28 -SDS 1/4x6 171 DESIGNER. 8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE ;RtWT TO CHANGE SPECIFICATIONS, DESIGNS AND >tilODELS WITHOUT NOTI(;E 'OR tU$iLITY FOR SUCH CHANGES. � c E eIn•,I ,iE",d ;rig 9. ALL HARDWARE CALLED OUT 118 '91MP'SON STRONG - TIE:+ - S' ,ed io e :�F�.1n1F.d to give IStOrc O1 St1Ch OFFSET STRONG -WALL 13 STACKED STRONG -WALL 14 STRONG -WALL TEMPLATES 15 2ND FLOOR WALL SPECIFICATIONS 16 NOTES 17 0 NAME S. 11. Uj 0 z W a DATE 01 �31 /01 SCALE NO SCALE CHECKED R,A, , J.G. SHEET S W2 OF SHEETS JOB NO. Z � tD UD OD Z O QQ cc L) m Iv :D gL. tl Z Q1 0 tZ u) U_ m rn Cj LL- Z Z Obi O _ O mo �) LaJ a0D 1 0 Nv R uj •) :r � V1 0 NAME S. 11. Uj 0 z W a DATE 01 �31 /01 SCALE NO SCALE CHECKED R,A, , J.G. SHEET S W2 OF SHEETS JOB NO. 0 NOTE: THREE 1" DIAMETER HOLES PREDRILLED IN TOP PLATES NO ADDITIONAL HOLES ALLOWED. NOTE: POST STIFFENING STRAP EXTENDS 37" ABOVE THE HOLDOWN. i A 1" DIA. HOLE IS PRE - DRILLED IN THE STRAP 21" ABOVE THE HOLDOWN. SHEATHING 1" MAXIMUM DIAMETER HOLE IN FRAMING 1" MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. ONLY ONE HOLE PER MEMBER. 1" (MAX) DIA. HOLE THROUGH OF MEMBERS. ONLY ONE HOLE PER MEMBER. i = I POST AT 21' ABOVE THE HOLDOWN QR I ~o I AT CROSSHATCHED AREA 37" ABOVE 3 ° 3 a 4• THE HOLDOWN. (TYPICAL EACH POST) a 3. TYP LOCATION OF HOLE TYP LOCATION OF HOLE 7/8' 7/8" (MAX) DIA. HOLE ONLY ONE HOLE IN ONE CUT OUT IN THE OSB /PLYWD_ SHEATHING UP TO 4" (MAX) SQUARE MAY BE LOCATED WITHIN THIS ZONE 1" (MAX) DIA. HOLE THROUGH OF POST OIN CROSS HATCHED AREA (1) - 1" (MAX) DIA. HOLE c' (TYPICAL EACH POST) THROUGH OF BLOCKING (1) - 1" (MAX) DIA. HOLE THROUGH Ct OF BLOCKING N 1 " (MAX) DIA. HOLE THROUGH Q OF POST AT 12" ABOVE THE BASE. (TYPICAL EACH POST) I i N '; I � i I 16" & 22" PORTAL WALL 1 18" & 24" STANDARD OR RF WALL 2 3 NOTE: THREE 1 " DIAMETER HOLES 1 " MAXIMUM DIAMETER HOLE IN FRAMING PREDRILLED IN TOP PLATES MEMBERS. ONLY ONE HOLE PER MEMBER. NO ADDITIONAL HOLES ALLOWED. NOTE: p 1. STRONG —WALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON POST STIFFENING STRAP EXTENDS 3 o STRONG —TIE COMPANY, INC. ", HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 94568 37" ABOVE THE HOLDOWN. e NOTE: TEL: (800) 999 -5099, FAX: (925) 875 -0826 A 1" DIA. HOLE IS PRE - DRILLED IN THREE 1" DIAMETER HOLES "SIMPSON STRONG —TIE COMPANY, INC." IS AN ISO 9001 REGISTERED THE STRAP 21" ABOVE THE HOEDOWN. ° PREDRILLED IN TOP PLATES COMPANY. 1" MAXIMUM DIAMETER HOLE IN FRAMING TYP LOCATION OF HOLE NO ADDITIONAL HOLES ALLOWED. MEMBERS. ONLY ONE HOLE PER MEMBER. 1" (MAX) DIA. HOLE THROUGH rt OF _ POST AT 21" ABOVE THE HOEDOWN Q@ NOTE: o v 4" 4• AT CROSSHATCHED AREA 37" ABOVE POST STIFFENING STRAP EXTENDS W 3 - 37" AB INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT THE HOLDOWN. (TYPICAL EACH POST) A 1" D CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL! v d Li TYP LOCATION OF HOLE THE S ONE CUT OUT IN THE OSB /PLYWD. UP TO 4" (MAX) SQUARE MAY BE 4' 4' 4' LOCATED WITHIN ONE OF THESE ZONES lo (1) - 1" (MAX) DIA, � N HOLE THROUGH Ct �. ONE CUT OUT IN THE OSB /PLYWD. OF BLOCKING UP TO 4" (MAX) SQUARE MAY BE LOCATED WITHIN ONE OF THESE i tr. ZONES (MAX) DIA. HOLE THROUGH (MAX) OF BLOCKING j (MAX) DIA. HOLE THROUGH OF POST AT POST AT 12" ABOVE THE BASE. INTERIOR STUDS MAY HAVE �* (TYPICAL EACH POST) (1) - 1 " (MAX) DIA. HOLE PLACED IN ANY POSITION � 1 r 3 AT THE Ct OF THE STUD N - INTERIOR STUDS MAY HAVE N (1) -1" (MAX) DIA. HOLE PLACE D IN ANY POSITION AT THE CL. OF THE STUD OVE THE HOLDOWN. 2 - 37" AB INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT IA. HOLE IS PRE - DRILLED IN C A 1" D CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL! THE S 4" 4' 4' 4' lo N n M i tr. (MAX) POST AT �* (TYPICAL � 1 r - k N OVE THE HOLDOWN. 2 2. I INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT IA. HOLE IS PRE - DRILLED IN C CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL! r v 32" STANDARD OR RF WALL 4 48" STANDARD OR RF WALL .5 NOTES 6 4 N. r W OD to 00 Z_ 4 O V � aD O Z 41 mN Lit 0 I O li LD Z_ _cy) f— w m I LL_ Zrn Z LL- mo C/-) W co 0 O • o { v- • • pWp • � 2 r � CIA It NAME S. H. 3 DATE 01 -31 -01 SCALE NONE CHECKED R. A. , J. G. SHEET SWO OF SHEETS I•: `� • pWp • � 2 r � CIA It NAME S. H. 3 DATE 01 -31 -01 SCALE NONE CHECKED R. A. , J. G. SHEET SWO OF SHEETS I•: `� t 11 � 1 '(61, ro 50' -0' Ai, sr w' -IA• I 'A' -11" 1 T n V ANCHOR BOLT 5C> MARK 5/8" DIA. A.B. SPACG 2, 3 12" OC 4, 5 48" OC 6 48" OC 1 42' OC 8 32' OC 9 �24' OC 10 32' OC II Id,' OC 12 IL` OC 13 12` OC - L 14 - 8" OC IEDULE I. SLAEi AND FCUNDA'►ON PER FOUNDATION PLANS AND SN.I. 2. SEE SOILS REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HD's SHAL HAVE A MIN. CORNER EDGE DISTANCE OF 5' OR PER MANUF. SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. L. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8" X 10` AB'50LTS. W/ NUT 11 2'X2 "X3/8' WASHERS AT 12" OC W/ 1" OF EMBEDMENT. UNO ON PLANS. MINIMUM OF 2 AB'5 PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12" MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALLS SHALL HAVE HILTI ON W/ A MIN OF PENETRATION OF 1 -1/8' INTO SLAB AT 32" OC. OR EQUAL. UNO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT 1111 2388. 8. ALL NO'S. HDA'S. PA'S.MPA'S. HPAH022 t PAHD42'5 ARE TO BE INSTALLED IN ACCORDANCE WITH SIMPSON STRONG -TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 t 4448 AND SHALL TIED IN -PLACE PRIOR TO FOUNDATION INSPECTION. SQUARE FOOTING: PI - 24" SQX I8" THICK W/ 4 -1114 EA WAY P2 - 36" SQX 18" THICK W/ 4 -25 EA WAY P3 - 42" BOX 18" THICK W/ 5 -1115 EA WAY P4 - 48' SOX 18" THICK W/ 6-25 EA WAY SLAB —ON —GRADE 4" SLAB ON GRADE W/ a3 AT 18" OC EA WAY. OVER 2' SAND O/ 10 MIL VISQUEEN. O/ APPROVED GRADE SEE TYPICAL DETAILS 12 /50I. I6 /SDI, 22 /5DI, 24/501. CONTINUOUS FOOTING A - 12 "X 12" CONT FT'G W/ 1 -84 CONT TiB APPROVED FOR PERMIT ISSUANCE / SCOTT rAZFKAS & ASSOCIATES. INC. By -I�IL- ,�►',L� DATE 41- 2 -O T' ''se plans ave been reviewed for adherence to the and ordinance. Authorization is hell-6y ylanlhd to issue a building permit pending arin,vai by all applicable City agencies. granting of a permit based on )val '4 these plans shall not be Construed to I '«ve an,( v'nlation of the applicable IIl;snce Nr r)(rmWt presumed to give ", ,,. 'hr' provisions of such PERMIT#- - THIS NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS 71 V 01 di k Ht 5THOI4 2 -2X STUDS II /SDI 50, -0. '` 17 V D H1 H08A 6X POST 08 /5DI A H5 SIMPSON STRONG PER MFG PER MSG FOUNDATION PLAN ` WALL PER PLANS 3 r I SCALE: I/4" - I'O" • ' Ir .l CITY E�SIN0RE NOTE: USE MIN OF 3 -2X STUDS AT CORNERS EI�II_I iN DEPT. REVISION DATE 1 BY 2 -I4 -03 SJ5 3 -20 -03 SJ8 3 -31 -03 SJ8 L d) ul t -o ne IL w U .~ t w;; n Oa 0 d) T'+$ DOAiVN:, S A► �kS'RU'TEI.• Co SERNC/ AND THE FROpEItTT O► S'NUCT~ 6"T DOANIIQ AND A.1 U" OF THE RE*RODUCtlptls SHALL eE *"TRICTED •O THE ORIUNAL EITH ►ON WYCH IT OAS PRrPAREO AIO SMALL NOT Is JM UMLebS ►R;WERLV SIALID AND APPROVED. ►USLWCATWON Or TWO DRAW%C, ET AJIT METHOD IN WHOLE OR PART ERITTEN R PRO*AITED YTMOUT Pirl"SSON OF DTI!NCT'1♦R!S WEST OWRE A CONTRACTORS RAME APPEA" OA THE DRALwo, Alt soft SHALL &P COM*LITID BY SAM CONTRACTOR. ExCEVT By AO1111m, 'r IOTA EAME CO%TRAC TOR W R iL 1- d) 2. ' :3 W O ~ Ln 0 0 O U�u Ln Z 0 d) = 0Z Ir n Uj W o W Z � '' r W Y Q�� n U Z Q z z0 o� U_ j DRAWN SJ5 CHECKED SJS DAl E 11 -1 -02 SCALE AS NOTED JOB NO. 1186 SHEET silo PLAN I t - IHOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED r REQ'D, UNO TYP DETAIL H5 STI -'C3 ! 2 2X 5 S:.. HL 5THCi,4 ! 2 -2X ST.DS ';/Spi H7 H08A I 6X =CST 08 /50`: HS LUALL N STRONG WALL PER .LAN„ i °ER MFG PER MFG NOTE: U5E MIN OF 3 -2X STUCS AT CORNERS 05 5 D� rrrrrrrrrrrrr— rrr-- rrrrrrrrrrwrr-- rrrrrrrrrrrrr rrrrrrrrr rrrrrrrrl 1 1 1 12 = 4 L = 1 ' L 4X12 12 4XIO 12 7 4X10 4X6 4X10 4XL 1 gixH6 H4 1 1 ; � t 1 ; jN00K 1 I I MASTER SUITE I I I II 1 MBA i o �� t i L° 1 1 I I I _7 FAMILY 2 1 oil I L t 1 1 I HS •X 1 1 i 20 WIC KITCH�N 1 { V \�S D2 I I5W32X° i TYP AT E=3 1 INTERIOR i a 1 1 PARTITIONS i XI I I 1 BEDROOM 3 --- 1--------- - - - - -- . - -- ------- - - - - -- ------ I - - - - -- - - - - -- ---- - - - - -- - - - -- - -, � to 1 ► BATH 2 M ° DINING ,A XI BEDROO ROOF LINE /! T 3 I - - r - a ♦ ♦ la (tY ------------ �r - - -- - - - - - - - - - - •Z EDROOM 4/ ` ENTRY LIVING t H G Ix I I t L =15' 00"* I II , , I� Im • X I $ER E DEN I I Q r TRUSS BEAR 1 f H6 I-IL ♦` AT ENTRY WALL 01 ' SD 1 1 �1 5D ' 4xe i ��` 1 -- - - - - - -- ---- - - - - -- 4X8 ♦♦ 5D Bl +A 1 1 ' � 1 ♦ .tea � I 1 ALIGN DRAG TRU55 LOAD 4000i I -""""" - BLCK i EN `. 4X12 - -- X ! IS I H6 13 ♦` HL — BI 5D I 1 LT __ ♦ I rrr�rrr��..o —�r t ♦ a x 1 24 ♦ ,y-}- t i SD ♦� `"1, B5 � BL 1 s HL 1 i ♦ 4X8 @ 1 - -r - - -- - - -�- FRONT PATIO �� i ; __ __^ _.__ _ I DTI j-- -- -- --- -- ♦1 AT ELEV C ONLY �D ;_— GA AGE oo 05 I ✓ 1 I �D2/ 1 B6 j 1 HL 1 t t 3- 1/8X12 GLB (FULL LT FULL LT OF GARAGE j I— rrrrrrrrrrr rrrrrrr�rrrrrl , I V. rr r— r -.rrrr � � 3- 1/8X12 GLB /'� 1 NOT REQ'D AT ELEV A HS 10 / OB TYPFAL "� r— ♦'�I -- r r r r r r r— r r r r r— r r r— r r r r SD �5D j EA SL,22x" -4HD O5 SW22x__4HD END 51DV ROOF FRAMING 4 SHEAR FLAN -- ELEV C t ELEV A SIM) SCALE: 1/4" - 1'O" ALL STRONG -WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG-WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO.. INC. HL FRAMING NOTES AND LEGEND 5YMBOL5 X INDICATES SPAN DIRECTION OF OF RAFTER. J015T i 7RU55E5 SEE FRAMING SCHEDULE FOR 5ECrION REQUIREMENTS INDICATES BEARING FALL OL INDICATES SHEAR WALT_ MATERIAL TO SCHEDULE AND WALL LT. O INDICATES BEAil MiARK TO SCHEDULE t STRUCT CAL C 5 NOTES 1. SEE SHEET W.0 A \D SN2.0 r7OR ALL NOTES AND SPECIFICAT'ON5. 2. SEE ARCH. PANS. SPECIFICATION FCR DIMENJADDITIONAL PRAr,!NG REQUIRENENT5. 3. ROOF A \D FLOCK SHEAT- NG PER GENERAL NOTES. SHEET SNI.O. 4. ROO= AND FLOOR SHEAT-41N:Z; NAILED PER GENERA- \O -ES. SHEET SNI.O. JNO. 5. ALL LU"'BER GRADES PER GENERAL NOTES.SHEET SNI.O. UNO. G. ROOF 7R','55 DES'GN, "ANiJF.. AND INSTALLATION =ER GENERAL NOTES _Z-HE=7 SN .O. 1. SEE ARC-4 DRIL'G S FOR 2\(. !ALL LOCAT ',ONS. S. USE 2X4 5%0 0 FOR NO \- 5cARING WALLS 10 FOOT PLATE AND LESS. BEARING WALLS USE 2X4 STUDS AT IL' OC FOR ° FOOT °LATE AND LESS. L',; N5TALL AL_ SHEAR ILA-LS BEFORE ARCH COLUMN'S.. USE T,i 550 BLCK G aT F_OOR DRAGS W1T-+ STRAPS. ALL WADS 2Xti STUDS NO. 2 GRADE OR BETTER AT !4' O/C. JNO. TRUSS t JOIST SCHEDULE SECTION TRUSS OR JOISTS SPACING OF MARK i SECTION I SECTION =v ,COD TR,, :SES 24 PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE r °ER °O !,EMBERS t-BC - -- _ '! E GE5 ANZ) ,2 CC 'EL ^ .' ,Bv T433LE 23 -'- -- - - - -- ___ -- - _ - -- li 3118 APA RATED 5,-4EA_r 41N G.P5 . .J/ 8C NA LS AT 4' OC 4 AT EDGES AND -2 CC FIELD I.rBC TABLE 23 ' -' -) CC 350 3X 12� 3,/8' APA RATED SHEA- 7,4IvG.. °5 !. W/ 80 NA L5 AT 3' oc 2' 0C_ C_ 4 °0i aX AT EDGES AVD '2" OC FIELD 'JBC TABLE I� 3/e APA RATED 5- 4EAT•+ING.1`5 !. '.Ji SC NA'LS AT 2 OC 2' OC L4v^ 3X AT ;=DGES ANC '2' 0C '=IEL0 c„BC TABLE 23 -' -1 -) 2 ROWS '5/32 APA 57R;;C7 15H- AT; \::.05 :U' 10D NAILS AT2 OC 2 OC 8 -: 3X AT EDGES A\ 12'" CC =!ELD ;J5C TABLE 23 -! -! -!) 2 'h5`ALLE : PER NF G REOi:iRE"iE \_S •: `-s ale 004LL Wl" ALL PANEL ECGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEOUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT It INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 51DE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. 51LL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE S (-OTT rAZFKAS & ASSOCIATES, INC __ DATE BY ' -- These plans have been reviewed for adherence u horzationt s applicable codes and ordinb� lding permit pending hereby granted to issue City agencies. approval by all applicable ranting of a permit based on The issuance or glans shall not be consul cable approval of these D violation of the applicable give permit or approve any o permit presumed codes or ordinance rovisions of such autr,nrity to violate or cancel the p Codas shall bP valid. P*-ERMIT#._� THIS NUMBER ACCON ALL INSPECTIONAL REC MIN. TRIMMER SCHEDULE HEADER TRIMMERS SECTION REQ'D. UNO -dX4. 4X4 t S� A__ =R j -2X4 '"I\ 4X8. 4X10 2 -2X4 4X12. 3 -1 /8 X t LARGER 3 -2X4 4X4. LXL i 5P11ALLER 1 -2X4 4X8. LX10 2-2X1 :X12. 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUS5 3 -2X STUDS A L ,,� , CI1 Y r f'rL REVISION DATE 1 13Y -14 -03 SJS 3 -20 -03 SJS 13-31-03 1 SJ5 r O U w U' W;,n MN a ° u rr .J to " 'S JkAOaa:: 7 •♦ MSTRJ'1E \� J� Se** C! AAJ we OR STR.�T.xlb WEST. us! OR 7w6 DRAWING ANO ALL 111"DOUCT'I0I.S SWAB. &F RESTR+C'ED TO T64E OW^AL 91'111 ►OR OWCN �.T VAS rRErAREO AND SkAU NOT AE USED JN:E" -*OtR" sIALID AND AP"OvID r,.ELICATION Or TANS DRAJMG 61 - ANY MET+400 IN ON�I OR PART IS rRON1yTE0 %T"M7 JR'*'EN "a if SIW OR ITIUCTURts An.r. WH 2 A CONTRACTORS NAME AMEARS ON THE DRAG. ALL WOW 561AL: 6I CO- LIVID 5V SAID CONTRACTOR. FJCC!►T D`" ACA"" NT 40'PW aA TE CONTRACTOR. W 73 W O F- � ate- O 4 UoQ ° Z = D U cr JU W W r — J Qe! � ••.l 0 U Ili ANY Z ESTS < oW DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . 1 ♦ ♦ la (tY ------------ �r - - -- - - - - - - - - - - •Z EDROOM 4/ ` ENTRY LIVING t H G Ix I I t L =15' 00"* I II , , I� Im • X I $ER E DEN I I Q r TRUSS BEAR 1 f H6 I-IL ♦` AT ENTRY WALL 01 ' SD 1 1 �1 5D ' 4xe i ��` 1 -- - - - - - -- ---- - - - - -- 4X8 ♦♦ 5D Bl +A 1 1 ' � 1 ♦ .tea � I 1 ALIGN DRAG TRU55 LOAD 4000i I -""""" - BLCK i EN `. 4X12 - -- X ! IS I H6 13 ♦` HL — BI 5D I 1 LT __ ♦ I rrr�rrr��..o —�r t ♦ a x 1 24 ♦ ,y-}- t i SD ♦� `"1, B5 � BL 1 s HL 1 i ♦ 4X8 @ 1 - -r - - -- - - -�- FRONT PATIO �� i ; __ __^ _.__ _ I DTI j-- -- -- --- -- ♦1 AT ELEV C ONLY �D ;_— GA AGE oo 05 I ✓ 1 I �D2/ 1 B6 j 1 HL 1 t t 3- 1/8X12 GLB (FULL LT FULL LT OF GARAGE j I— rrrrrrrrrrr rrrrrrr�rrrrrl , I V. rr r— r -.rrrr � � 3- 1/8X12 GLB /'� 1 NOT REQ'D AT ELEV A HS 10 / OB TYPFAL "� r— ♦'�I -- r r r r r r r— r r r r r— r r r— r r r r SD �5D j EA SL,22x" -4HD O5 SW22x__4HD END 51DV ROOF FRAMING 4 SHEAR FLAN -- ELEV C t ELEV A SIM) SCALE: 1/4" - 1'O" ALL STRONG -WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG-WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO.. INC. HL FRAMING NOTES AND LEGEND 5YMBOL5 X INDICATES SPAN DIRECTION OF OF RAFTER. J015T i 7RU55E5 SEE FRAMING SCHEDULE FOR 5ECrION REQUIREMENTS INDICATES BEARING FALL OL INDICATES SHEAR WALT_ MATERIAL TO SCHEDULE AND WALL LT. O INDICATES BEAil MiARK TO SCHEDULE t STRUCT CAL C 5 NOTES 1. SEE SHEET W.0 A \D SN2.0 r7OR ALL NOTES AND SPECIFICAT'ON5. 2. SEE ARCH. PANS. SPECIFICATION FCR DIMENJADDITIONAL PRAr,!NG REQUIRENENT5. 3. ROOF A \D FLOCK SHEAT- NG PER GENERAL NOTES. SHEET SNI.O. 4. ROO= AND FLOOR SHEAT-41N:Z; NAILED PER GENERA- \O -ES. SHEET SNI.O. JNO. 5. ALL LU"'BER GRADES PER GENERAL NOTES.SHEET SNI.O. UNO. G. ROOF 7R','55 DES'GN, "ANiJF.. AND INSTALLATION =ER GENERAL NOTES _Z-HE=7 SN .O. 1. SEE ARC-4 DRIL'G S FOR 2\(. !ALL LOCAT ',ONS. S. USE 2X4 5%0 0 FOR NO \- 5cARING WALLS 10 FOOT PLATE AND LESS. BEARING WALLS USE 2X4 STUDS AT IL' OC FOR ° FOOT °LATE AND LESS. L',; N5TALL AL_ SHEAR ILA-LS BEFORE ARCH COLUMN'S.. USE T,i 550 BLCK G aT F_OOR DRAGS W1T-+ STRAPS. ALL WADS 2Xti STUDS NO. 2 GRADE OR BETTER AT !4' O/C. JNO. TRUSS t JOIST SCHEDULE SECTION TRUSS OR JOISTS SPACING OF MARK i SECTION I SECTION =v ,COD TR,, :SES 24 PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE r °ER °O !,EMBERS t-BC - -- _ '! E GE5 ANZ) ,2 CC 'EL ^ .' ,Bv T433LE 23 -'- -- - - - -- ___ -- - _ - -- li 3118 APA RATED 5,-4EA_r 41N G.P5 . .J/ 8C NA LS AT 4' OC 4 AT EDGES AND -2 CC FIELD I.rBC TABLE 23 ' -' -) CC 350 3X 12� 3,/8' APA RATED SHEA- 7,4IvG.. °5 !. W/ 80 NA L5 AT 3' oc 2' 0C_ C_ 4 °0i aX AT EDGES AVD '2" OC FIELD 'JBC TABLE I� 3/e APA RATED 5- 4EAT•+ING.1`5 !. '.Ji SC NA'LS AT 2 OC 2' OC L4v^ 3X AT ;=DGES ANC '2' 0C '=IEL0 c„BC TABLE 23 -' -1 -) 2 ROWS '5/32 APA 57R;;C7 15H- AT; \::.05 :U' 10D NAILS AT2 OC 2 OC 8 -: 3X AT EDGES A\ 12'" CC =!ELD ;J5C TABLE 23 -! -! -!) 2 'h5`ALLE : PER NF G REOi:iRE"iE \_S •: `-s ale 004LL Wl" ALL PANEL ECGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEOUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT It INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 51DE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. 51LL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE S (-OTT rAZFKAS & ASSOCIATES, INC __ DATE BY ' -- These plans have been reviewed for adherence u horzationt s applicable codes and ordinb� lding permit pending hereby granted to issue City agencies. approval by all applicable ranting of a permit based on The issuance or glans shall not be consul cable approval of these D violation of the applicable give permit or approve any o permit presumed codes or ordinance rovisions of such autr,nrity to violate or cancel the p Codas shall bP valid. P*-ERMIT#._� THIS NUMBER ACCON ALL INSPECTIONAL REC MIN. TRIMMER SCHEDULE HEADER TRIMMERS SECTION REQ'D. UNO -dX4. 4X4 t S� A__ =R j -2X4 '"I\ 4X8. 4X10 2 -2X4 4X12. 3 -1 /8 X t LARGER 3 -2X4 4X4. LXL i 5P11ALLER 1 -2X4 4X8. LX10 2-2X1 :X12. 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUS5 3 -2X STUDS A L ,,� , CI1 Y r f'rL REVISION DATE 1 13Y -14 -03 SJS 3 -20 -03 SJS 13-31-03 1 SJ5 r O U w U' W;,n MN a ° u rr .J to " 'S JkAOaa:: 7 •♦ MSTRJ'1E \� J� Se** C! AAJ we OR STR.�T.xlb WEST. us! OR 7w6 DRAWING ANO ALL 111"DOUCT'I0I.S SWAB. &F RESTR+C'ED TO T64E OW^AL 91'111 ►OR OWCN �.T VAS rRErAREO AND SkAU NOT AE USED JN:E" -*OtR" sIALID AND AP"OvID r,.ELICATION Or TANS DRAJMG 61 - ANY MET+400 IN ON�I OR PART IS rRON1yTE0 %T"M7 JR'*'EN "a if SIW OR ITIUCTURts An.r. WH 2 A CONTRACTORS NAME AMEARS ON THE DRAG. ALL WOW 561AL: 6I CO- LIVID 5V SAID CONTRACTOR. FJCC!►T D`" ACA"" NT 40'PW aA TE CONTRACTOR. W 73 W O F- � ate- O 4 UoQ ° Z = D U cr JU W W r — J Qe! � ••.l 0 U Ili ANY Z ESTS < oW DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . ale 004LL Wl" ALL PANEL ECGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEOUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT It INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 51DE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. 51LL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE S (-OTT rAZFKAS & ASSOCIATES, INC __ DATE BY ' -- These plans have been reviewed for adherence u horzationt s applicable codes and ordinb� lding permit pending hereby granted to issue City agencies. approval by all applicable ranting of a permit based on The issuance or glans shall not be consul cable approval of these D violation of the applicable give permit or approve any o permit presumed codes or ordinance rovisions of such autr,nrity to violate or cancel the p Codas shall bP valid. P*-ERMIT#._� THIS NUMBER ACCON ALL INSPECTIONAL REC MIN. TRIMMER SCHEDULE HEADER TRIMMERS SECTION REQ'D. UNO -dX4. 4X4 t S� A__ =R j -2X4 '"I\ 4X8. 4X10 2 -2X4 4X12. 3 -1 /8 X t LARGER 3 -2X4 4X4. LXL i 5P11ALLER 1 -2X4 4X8. LX10 2-2X1 :X12. 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUS5 3 -2X STUDS A L ,,� , CI1 Y r f'rL REVISION DATE 1 13Y -14 -03 SJS 3 -20 -03 SJS 13-31-03 1 SJ5 r O U w U' W;,n MN a ° u rr .J to " 'S JkAOaa:: 7 •♦ MSTRJ'1E \� J� Se** C! AAJ we OR STR.�T.xlb WEST. us! OR 7w6 DRAWING ANO ALL 111"DOUCT'I0I.S SWAB. &F RESTR+C'ED TO T64E OW^AL 91'111 ►OR OWCN �.T VAS rRErAREO AND SkAU NOT AE USED JN:E" -*OtR" sIALID AND AP"OvID r,.ELICATION Or TANS DRAJMG 61 - ANY MET+400 IN ON�I OR PART IS rRON1yTE0 %T"M7 JR'*'EN "a if SIW OR ITIUCTURts An.r. WH 2 A CONTRACTORS NAME AMEARS ON THE DRAG. ALL WOW 561AL: 6I CO- LIVID 5V SAID CONTRACTOR. FJCC!►T D`" ACA"" NT 40'PW aA TE CONTRACTOR. W 73 W O F- � ate- O 4 UoQ ° Z = D U cr JU W W r — J Qe! � ••.l 0 U Ili ANY Z ESTS < oW DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . A L ,,� , CI1 Y r f'rL REVISION DATE 1 13Y -14 -03 SJS 3 -20 -03 SJS 13-31-03 1 SJ5 r O U w U' W;,n MN a ° u rr .J to " 'S JkAOaa:: 7 •♦ MSTRJ'1E \� J� Se** C! AAJ we OR STR.�T.xlb WEST. us! OR 7w6 DRAWING ANO ALL 111"DOUCT'I0I.S SWAB. &F RESTR+C'ED TO T64E OW^AL 91'111 ►OR OWCN �.T VAS rRErAREO AND SkAU NOT AE USED JN:E" -*OtR" sIALID AND AP"OvID r,.ELICATION Or TANS DRAJMG 61 - ANY MET+400 IN ON�I OR PART IS rRON1yTE0 %T"M7 JR'*'EN "a if SIW OR ITIUCTURts An.r. WH 2 A CONTRACTORS NAME AMEARS ON THE DRAG. ALL WOW 561AL: 6I CO- LIVID 5V SAID CONTRACTOR. FJCC!►T D`" ACA"" NT 40'PW aA TE CONTRACTOR. W 73 W O F- � ate- O 4 UoQ ° Z = D U cr JU W W r — J Qe! � ••.l 0 U Ili ANY Z ESTS < oW DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . r O U w U' W;,n MN a ° u rr .J to " 'S JkAOaa:: 7 •♦ MSTRJ'1E \� J� Se** C! AAJ we OR STR.�T.xlb WEST. us! OR 7w6 DRAWING ANO ALL 111"DOUCT'I0I.S SWAB. &F RESTR+C'ED TO T64E OW^AL 91'111 ►OR OWCN �.T VAS rRErAREO AND SkAU NOT AE USED JN:E" -*OtR" sIALID AND AP"OvID r,.ELICATION Or TANS DRAJMG 61 - ANY MET+400 IN ON�I OR PART IS rRON1yTE0 %T"M7 JR'*'EN "a if SIW OR ITIUCTURts An.r. WH 2 A CONTRACTORS NAME AMEARS ON THE DRAG. ALL WOW 561AL: 6I CO- LIVID 5V SAID CONTRACTOR. FJCC!►T D`" ACA"" NT 40'PW aA TE CONTRACTOR. W 73 W O F- � ate- O 4 UoQ ° Z = D U cr JU W W r — J Qe! � ••.l 0 U Ili ANY Z ESTS < oW DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . DRAWN SJS CHECKED 3J5 DAT E II -1 -02 SCALE A5 NOTED ;JOB NO. .. V, SHEET PLAN I NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. A . Py ' .4 HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL N S' HCB 2 -2X SJS HL STHD14 2 -2X STUDS II /SCI H-1 HDBA ! LX POST 08 /SC HS SIMPSON STRONG WALL PER PLANS PER t"FG PER MFG NOTE: USE MIN OF 3 -2X STUDS AT CORNERS 1 05 50 1 ♦\ 12 L 4.5 3_1/8X10.5 GLB - ° 12 4X10 0-�.M L - 4 X12 4XL ww—w ��// .—...... • .��.r• •r.r• .�.. •ws•w�. .w —•w> 1 CH4 Hi Hi 2 / �( Hi 7 jNOOK 1 i 1 MASER SMITE MBA - -' SD2 I t \J ♦ i tun) - + 1 i (n , \♦ � /� I SD2 L = :2 1 12 1 ♦♦♦ ( ! /�'AIiILY 1 I i � I o f ` ♦♦ ; 1 � /// I:3 HL IY 1 I -�♦ i �\ I IW ' Hi 1 ♦ I / O J 1 HS 1 ♦ 2 0 WIC KITCH�N ♦ 'SD2 � 1 SW32X 1 \♦ TYP AT 1 \�PA RRIOR // <F- /� a y I HS I I ON5 I Y 1 i BII BEDROOM 13 ♦ // i 1 O / - - - - -- - - - -- / 1 1 - -- TI o H4 B,9�fH Z r I �, ♦ I DINING BI 1 .1 11 1 L 15 i / � ♦ 1 In 1 �\ HALL I \♦ I II ; Hi i I Q \ Iz 1 JI I i X 1 ♦ I ,,, \ V- ♦ z 1 1 I BEDROOM I ; ♦♦ 10 1 \,BEDROOM 4/ • Q ENTRY ! iG • x i 1 iER E \ DEN I I \♦ ; H4 N4 `♦ ` I 1 • 1 ` I 4X8 I \♦ ; HS 1 ♦ - - --. - -- 4X81 I + SD2 ♦ A I 44! 7 Bel ALIGN DRAG TRUSS LOAD = 40002 1 - -- "- -- --- LX12 3 -I /8X10.5 GL 1 x ' 18 ; NL 13 H6 �� BI - \\ 1 � ♦1 t D I 24 r 5ui °x32 LSD 05 H6 I ; / dr ♦ \ "T 1 ; END �5� t j i � GARAGE ♦� 1 L = ;2 I 12 i GIRDER TRUSS ._._._.._._ .. r.._. ..._._.w...� /_......_._._._._. 1 1 ? I.......�...rt.:. IY ` ♦,,� DER V U L t / / �_ /// // ♦` i L =18' OC 1 05 1 / i / \ } Uj / }_ \ \\ ; i SD2 HG / 1 /// // ♦\ ; I 3- 1/8X12 GLB FULL LT OF GARAGE 05 ,! 08 � 5 HS ` ♦� �c, p TYP 7 y SD2 EA SL1,22XI-4H0 05 SW22X' -41AD END 5D ROOF FRAMING 4 SHEAR PLAN - ELEV B SCALE. 1/4" n 1'0` ALL STRONG-WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO.. INC. r FRAMING NOTES AND LEGEND SYMBOLS INDICATES SPAN DIRECTION OF X OF RAFTER, J015T t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL OL INDICATES SHEAR WALL (MATERIAL www —wwww• TO SCHEDULE AND WALL LT. INDICATES BEA'l MARK TO SCHEDULE t STRUCT CALC S NOTES 1. SEE SHEET SN1.0 AND SN10 =OR ALL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS, 5PE1_-IFICA7iJN FOR DIMEN.tADDITIONAL FRAMING REQJ'RcP'ENTS. 3 ROOF AND FLCCR SHEA --+!NG PER GENERAL NOTES. 5-EET SNI.O. 4. ROOF AND F-OOR SHEATHIN;, NAI -ED PER GENERA - NO-E5. SHEET SNI.O, LNO. 5. .ALL LUMBER GRACES 'ER 3EN:RAL NOTES,SHEET SNi.O, UNO. G. ROOF TR "55 ES'GN, °1AN'JF.• AND !NSTA_LATION PER GENERAL NOTES 5HEE7 SNi.C. 1. SEE ARC-1-4 DRL;G S FOR 2XG LLALL LCCAT "ON5. 8. USE 2X4 STUD FOR NON- B =ARING WALLS 10 FOOT PLATE AND LESS. BEAR!N:a L'JALL5 USE 2X4 SUDS AT 14" OC FOR ° FOOT 'LATE ANC LESS. 9. 'NSTALL. AL,. 5"EAR WALLS BEFORE ARCS-+ COLt,MN'S.. !O. USE T,1! 550 BLCK G AT F -OCR DRAGS WITH STRAWS. II. ALL WALLS 2X4 57UDS NO. 2 GRADE OR BETTER AT ib' D /C. UNO. TRUSS i JOIST SCHEDULE iECTION TRU55 OR JOISTS SPACING OF 1ARK j SECTION SECTION PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE BAR SM L NOTW ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS & ASSOCIATES, INC 8y DATE These plans have been reviewed for adherence to the hereby toa issue rdanbuilding AperlmitZ pending hereby g agencies. approval by all applicable City ag e The issuance or granting of a permit based on approval of These plans shall not be co '.o I Iot pernllt or IPj1rove ,any vlolattnn of the or n1d1r`;Int•e No porn"t plf tinted ?c I ,r l 'n nr C2nI rl the WO V""'11" t I, ,'i!!inrity REVISION DATE 1 BY 2 -14 -03 SJS 3 -20 -03 1 Big 3 -31 -03 SJS i -2X4 "11N 4X8. 4X10 2-2X4 4X12, 3 -1/8 X t LARGER 3 -2X4 ABA T T N3 LXL t SMALLER 1 -2XL 4X8. LXIO PER " °O' (~EMBERS 5 -1/8 X AND LARGER 3 -2XL- MFG GIRDER TRUSS 3 -2X STUDS UBC STRUCTURES HEST DRAWNC AND ALL USE O► 'CMS RFF'ROOIXTONs �OC OWPAREO UNLM AND SHALL NOT 60 USED P*OPTI►L`" SRALRO AND AV"0%!0. F'USLCATW" OF 74415 DIt^;MC, SY ANY METHOD IN ~L411 04 FART WR'TTEM IS FROwOVTED VTHMT F;R„'SSION OF STRUCTuRE1 WlST. WHRRE A CONTRACTORS NAM! A-"A" 01. THE DRAIM3. ALL WORM AT E- CGE5 A !2 FIELD ",BC -AB! 23- - -- 3/e APA RATED 5'-+ =— AT►- -ING,P5 I. Li/ 8D NA'.LS A- 41 0C �� :3Wo '- Ln O 4 CC 35C 3X O Ln AT EDGES � AND 12" OC FIELD (UBC � TABLE 23-11-1) = UzQ n - /\ 3/8 APA RATED 5,- rEATHING,P5 '. +:1 ' 8D NA15 A" 3" OC O IU Cr lu v tW- � 2 OC 400 3X AT EDGES AND 12" OC FIELD '„BC TABLE 23- 11-1 -I) U 3/8 APA RATED SiEATHING,P5 !. L!/ BE) NAILS AT 2" OC 2 OC L40 3X z J �% AT EDGES AND 12` OC F,ELD (,,BC TABLE 23- II -1 -10 2 ROWS U. '5!32 APA STRUCT 15HEAT "ING.a5 1, ;:1/ IOC NA,,-5 AT2" OC. 2 cc: 8 -C 3X AT EDGES AND i2° OC FIELD ',;BC TABLE 23- 11 -: -'11 2 ROWS 5 N� LL �. A5 SPEC = =: 0 N o�A.S PAR rCR ~ER w INS— ALL_ED PER 'FG REQJIRENENTS MFG F:� "'FG BAR SM L NOTW ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS & ASSOCIATES, INC 8y DATE These plans have been reviewed for adherence to the hereby toa issue rdanbuilding AperlmitZ pending hereby g agencies. approval by all applicable City ag e The issuance or granting of a permit based on approval of These plans shall not be co '.o I Iot pernllt or IPj1rove ,any vlolattnn of the or n1d1r`;Int•e No porn"t plf tinted ?c I ,r l 'n nr C2nI rl the WO V""'11" t I, ,'i!!inrity REVISION DATE 1 BY 2 -14 -03 SJS 3 -20 -03 1 Big 3 -31 -03 SJS MITC.- THIS NUMBER ACCO ALL INSPECTIONAL RE MIN. TRIMMER SCHEDULE HEADER SECTION TRIMMERS REQ'D, UNO ,4 X4, AXG I S"1AL LER i -2X4 "11N 4X8. 4X10 2-2X4 4X12, 3 -1/8 X t LARGER 3 -2X4 4X4, LXL t SMALLER 1 -2XL 4X8. LXIO 2 -2XL LX12. 5 -1/8 X AND LARGER 3 -2XL- MFG GIRDER TRUSS 3 -2X STUDS NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. d ul w p� 0 :° �W U fll� MN �C TN'.•, DWARIA�, '5 Ak i4�7R,nk4T C. WilirvICC Ah'> THE F'ROPeNT, OF STRUCTURES HEST DRAWNC AND ALL USE O► 'CMS RFF'ROOIXTONs SHALL BE RESTRICTED TO TKE OR ON.+'T WAS 00IC.161A, lITR F ." OWPAREO UNLM AND SHALL NOT 60 USED P*OPTI►L`" SRALRO AND AV"0%!0. F'USLCATW" OF 74415 DIt^;MC, SY ANY METHOD IN ~L411 04 FART WR'TTEM IS FROwOVTED VTHMT F;R„'SSION OF STRUCTuRE1 WlST. WHRRE A CONTRACTORS NAM! A-"A" 01. THE DRAIM3. ALL WORM Si{A:, 59 CO'T►JT&D BY SA'O COMTRACTOR. FXCRF' DY ACA"MI MT ;UTY SA49 CONTRACTAR W IL w :3Wo '- Ln O �cr O o UoQ O Ln z 0 U = UzQ n W O U O IU Cr lu v tW- � � n � O U PANY UESTS z J �(L U. Z OW o� IV 0 If DRAWN 5JS CHECKED 5J5 DATE 11 -1 -02 SCALE AS NOTED JOB NO. SHEET ITY C; I B PLAN 'I. O i Ir L - AX O n i O :r r HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D. LINO TYP DETAIL HI 12` 2 - -X 5` -DS ::3- SDI H2 M5TC40 2 -2X ST;;05 03/502 H3 M5TC52 2 -2X STUDS 03/502 H4 MSTCLL 2 -2X STUDS 03/502 H5 STHD8 2 -2X STUDS II /5D1 HG STHD14 2 -2X STUDS II /SDI H1 HD8A LX POST 08/501 HS SIMPSON 5TRONG WALL PER PLANS PER MFG PER MFG 38' -O" � - 2' -2 "� 48' -4" --- - - - - - - - - - - - mss I _I rj I 1 I I I I I I I H� I� L = 4.5' SDI 1 I 1 / IA 1 I A \,,5 I L 8' � FOUNDATION PLAN SCALE: 1/4" - 1'0' ALL STRONG-WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO.. INC. a 01 r — I I L = 4.6 O C4 Ti <>ANCHOR BOLT SCHEDULE MARK 5/8" DIA. A.B. 5PAC'G 2. 3 12` OC 4. 5 48" OC L 48" OC 1 42" OC 8 32' OC 9 24" OC 10 32" OC II 1t'' OC 12 IL' OC 13 12" OC 14 8" OC I. SLAB AND FOUNDATION PER FOUNDATION PLANS AND 5N.I. 2. SEE SOILS REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HO'S 5HAL HAVE A MIN. CORNER EDGE DISTANCE OF 5' OR PER MANUF. SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. �. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8" X 10' AB'SOLTS. W/ NUT 11 2 "X2'X3/8" WASHERS AT 12" OC W/ 1" OF EMBEDMENT, UNO ON PLANS. MINIMUM OF 2 AB'5 PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12" MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALL5 SHALL HAVE HILTI ON W/ A MIN OF PENETRATION OF 1 -1/8" INTO SLAB AT 32" OC, OR EQUAL. LINO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT It 2388. S. ALL HO'S, HDA'S, PA'S.MPA'5. HPAH022 I PAHD42'5 ARE TO BE INSTALLED IN ACCORDANCE WITH 5IMP50N STRONG -TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 1 4448 AND SHALL TIED IN-PLACE PRIOR TO FOUNDATION INSPECTION. SQUARE FOOTING PI - 24" SOX 18" THICK W/ 4 -24 EA WAY P2 - 36" SOX IS' THICK W/ 4 -25 EA WAY P3 - 42" SOX 18" THICK W/ 5-25 EA WAY P4 - 48" SOX 18" THICK W/ 4-s5 EA WAY SLAB -ON -GRADE o _�Zw W W air 4' SLAB ON GRADE W/ 23 AT 18" OC EA WAY, OVER 2" SAND 0/ 10 MIL V150UEEN, OVER APPROVED GRADE SEE TYPICAL DETAILS 12/501. I4/501, 22/SDI, 24 /5DI. CONTINUOUS FOOTING A - 12 "X 12" CONT FT'G W/ 1 -24 CONT TIB B- 15 "X 18" CONT FT'G W/ 2 -24 CONT TIB APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS & ASSOCIATES, INC BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. REVISION DATE 1 dY 2 -14 -03 SJS 3 -20 -03 SJS 3 -31 -03 SJS DRAWN 5J5 CHECKED 5.15 DATE II -1 -02 SCALE AS NOTED JOB NO. M8t SHEET S290 PLAN Z ■® Uj Of w e IS L� o _�Zw W W air U �4 gC 01 d) '.M5 OR AV`v 5 A,1 K',TRJIVNT Of seor"CE AND 'HL• .Rope*'T 00. STRUCTURES WEST LADE Of THIO D44JING AND ALL Rl'WRODUCr0N5 SHALL BE WSTRIC.TIM TO TWE 0"C^AI yrf fOR 0"CH R {IAS P"PAWD AND WALL NOT 94 MWO JNL"5 rROPMY WALM AND A ►^ROVED PLO( CATION Or n" DOA040 s, AAT METHOD IN yHOLE OR /ART 15 PROHRYTED WTHOUT LOT n"f rER"fSS•ON O► 1TRUCTYREI WEST WwlRE A cOrrRACrORS NAME AMEAR5 ON THE DRAI/q. ALL WORK SHALL H! COM►LETbD er &AJD coNTRACTOIR. EXCEPT by ACJK -P ENr UTw WA•IE CONT'IRACrOR. _W — J Z3 wCr ~ LA o W_ d) (r 0 0 .Qo o U ;. _z Ij ) Z Q C4 W W o -1 w Uj z r� ''w 0 U z z � O r a_ QO z z =3 >- �"� 0 J DRAWN 5J5 CHECKED 5.15 DATE II -1 -02 SCALE AS NOTED JOB NO. M8t SHEET S290 PLAN Z ■® OPTIONAL 3 -CAR 3ARAG= HOLDOWN SCHEDULE &XI2 �� 4X12 DINING n cXv I tr 03 S03 e 6X12 i OJ HL 1) L 7=4 3- 178X12 GLB C. QO b' N X C4 V 013 Im X GREAT ROOM , I r 3- 1/5X14 2.OE P -LAM 1 550 S ID BLCK'G I I I I I I I 11l1 `t N 1 F' TJI 5 0 SOLID BLCK'G HL 9 H I - - -- - --- - -- -- r------- -11 = - - - -- - FOR -_7 T - ; 13 I -- - - - - -- -- 4X12 I ( � 55 SOLID 3 I HL i HI I I � � LT I I HL 8 s W H 11 19 5D I X I r Q I Q • of J ' LIVING I IL _ • W L =fie' "I 12 � . BI C4. co X r 'FRAMING NOTES AND LEGEND SYMBOLS X INDICATES SPAN DIRECTION OF OF RAFTER, JOIST t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL OL INDICA -ES SHEAR WALL MATERIAL TO SCHEDULE AND WALL LT. O INDICATES BEAM "IARK TO SCHEDULE t STRUCT CA-IC-5 NOTES !. SEE SI -+EET SN .0 AND =0R ALL NOTES AND S�ECI=ICA�'ONS. 05 2. SEE ARCH. PLANS. SPECIFICATION =OR DIMENAADDITIONAL FRAM, NG REQUIREt"'ENTS. �D3i 3. ROOF AND FLOOR SHEA -'RING PER GENERAL NOTES, SHEET SNI.O. 4. ROO= AND FLOCK SHEATHING NAI_ED PER GENERAL NOES. SHEET SNI.O, UNO. 5. ALL LU"113ER GRADES PER GENERA_ NOTES,SHEET SNI.O. uNC. 4. ROCF TRUSS E5 GN, i1ANLIF., AND 'NSTALLATION PER GENERAL N07=5 SHEET 5N1.C. �. SEE ARCH 'RLjG'S FOR 2XL WALL LOCATIONS. S. USE 2X4 STUD FOR NON- BEARIN ; JJAL�S 10 FOOT PLATE AND LESS. BEARING WALLS USE 2X4 STUDS AT 14' CC FOR ° FOOT PLATE AND LESS. °. INSTALL ALL 51�IEAR 1ALLS BEFORE ARCH COLUMN'S.. 10. USE Ti! 550 BLCK G A7 =LOOK DRAGS W'TH STRAPS. h. ALL WALLS 2X4 SUDS NO. 2 GRACE OR BETTER AT 14" C /C. UNO. TRUSS t JOIST SCHEDULE 1 [7CC L 4.5 ' �g[�� X21 OPTIONAL t~ 15 I X I I --- 3 -I /6X12 GLB 1 i .r. I FULL LT O/ SHEAR WALLS - - - - GARAGE - - - ` 5D , GARAGE I I I \ / i �• 15 I L 05 Hi B5 I 5DD� I HS H I D2 i TJI 550 5OLId B G �,t A I 1 RU S��._._; I 618 HS 5 I! BL LL p�P I I j �I w / I 1 ALIGN TRU55 t EI` ♦ 1 1 e '8 POST p� 5D 1 ALIGN TRUSS t EN ♦ 1 PORCH r I b HEE�. n� / �� 1 ♦♦ 1 I AT TRUSS / 1 41 1 p T1 — ._._.._._._� �Q 4X8 HS 1 H5 `.. - --1 > 4X1 1 �' ►O 10 1 \3- 1/8X12 GLB FULL JTI O/ SHEAR PANELS `. . S'LJ22X' -4HD �� 5w2�X� -4HC HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D. UNO TYP DETAIL HI 2 -2X „CS 03 %50- H2 MSTCAO 2 -2X STUDS 03/502 H3 MSTC52 2 -2X STuCS 03/502 H4 MST :C4L 2 -2X STUDS 03/502 H5 STHD8 2 -2X STUDS PER 1O0, HL 5TH014 1HD8A 2 -2X STUDS 1! /SDI jH1 MFG LX POST 08/51) 1 H5 WALL IMPS PE PLANS IL R ANS PER PER MFG PER MFG H6 -� W_ 2 L- 8' 1 X'VHS SI.,32X8 -4 Q i PORCH I Ix 4X8 i I I i � I X i PORCH I x V � J I 3X12 SECTION TRU55 OR JOISTS SPACING OF MARK SECTION j SECTION ! -2X4 "1 N 4X8. 4Xi0 2 -2X4 4XI2, ,LD F i ;4 7'JI /=RC250 4X4. LXL t Di J O Lxe, IL Cl RIP t SLOPE PER 1O0, j LX12, AS REQUIRED FOR DRA'NAGE PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SHEAR WALL SCHEDULE SHM4R •ALL MOM ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS & ASSOCIATES, INC DATE BY These plans have been reviewed for Au horizationt s applicable codes and or dinance. permit pending J hereby granted to issue a au +en Ies _�. all applicable City 9 3X12 approval by ROOF FRAMING SHEAR PLAN ELE r ranting of a permit based on � ,The issuance or glans shall not be construed to approval of these p n violation of the applicable NOTE: USE MIN OF 3 -2X STUDS AT CORNERS SCALE: I/4" i'O" pceidest orr ord�nancea No permit presumed to g +�'e a,Itf,", Of o v,olate or cancel the prov+s,ons o f such He %shall be Valid. co MIN. TRIMMER SCHEDULE HEADER SECTION I TRIMMERS REQ'D, UNO 4X /-• 4XL t 5"1ALLER ! -2X4 "1 N 4X8. 4Xi0 2 -2X4 4XI2, ,LD B5/ F- ABL.T TING 4X4. LXL t SMALLER I -2X4 Lxe, cx10 PER 1O0, NE"iBERS LX12, 5 -1/8 X AND LARGER 3 -2X1' MFG GIRDER TRU55 3 -2X STUDS to ul U. F-- Z3 .X v C A' DGE5 AND :2' OC FIELD :LBO TABLE z u -- \ 3/8 APA RATED SHEATHING.PS '. JJ/ 80 NA;L5 AT Uj U Z v W � 11 0 4' OC 350 2X zz AT EDGES AND !2" OC FIELD tUBC TABLE N U� < oW ox 3/8' APA RATED SHEATHING.PS '. ;U/ 8D NAILS AT 3„ OC 2" OC 4 00 3X AT EDGES AND 12" OC FIELD tUBC TABLE %8' AF'A RATED SHEATNING.PS +, Ui' 8D NAILS AT 2' OC 2' OC L40 3X AT EDGES AND 12" OC FIELD tUBC TABLE 23- ! -I -!) 2 ROWS 5!32" AAA STRUCT I SHEATHING.PS 1, w/ IOD NAILS AT 2" OC 2' OC 8'O 3X ' AT EDGES AND 12" OC FIELD tUBC TABLE 23- '1 -i -) 2 ROWS / "FSI -"q PER LLA_L. A: -=OEZ ;- EC ON =L.ANS -+FG MFG "" =G MFG NSTALLED REQUIREMENTS SHM4R •ALL MOM ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT IL INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LE55 THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS & ASSOCIATES, INC DATE BY These plans have been reviewed for Au horizationt s applicable codes and or dinance. permit pending J hereby granted to issue a au +en Ies _�. all applicable City 9 3X12 approval by ROOF FRAMING SHEAR PLAN ELE r ranting of a permit based on � ,The issuance or glans shall not be construed to approval of these p n violation of the applicable NOTE: USE MIN OF 3 -2X STUDS AT CORNERS SCALE: I/4" i'O" pceidest orr ord�nancea No permit presumed to g +�'e a,Itf,", Of o v,olate or cancel the prov+s,ons o f such He %shall be Valid. co MIN. TRIMMER SCHEDULE HEADER SECTION I TRIMMERS REQ'D, UNO 4X /-• 4XL t 5"1ALLER ! -2X4 "1 N 4X8. 4Xi0 2 -2X4 4XI2, 3 -1/8 X t LARGER 3 -2X4 4X4. LXL t SMALLER I -2X4 Lxe, cx10 1TRUCrL*eA 9"T U5R Or T." 0411449NG AND ALL RR►ROOWTV" 2 -2XL LX12, 5 -1/8 X AND LARGER 3 -2X1' MFG GIRDER TRU55 3 -2X STUDS REVI&ON DATE I BY 2 -14 -03 SJ8 3-20 -03 SJS 1 3 -31 -03 SJS F ALUN 5J5 CKED 5J5 ATE 1 -02 ALE NOTED JOB NO. 1914 5HEET CITY PLAN 2 NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. a E nZ ~ g W- � NCO qr ' off DR..WW� , 9 AN !N9TRil4ENT O• SMVCf A►/O '4! "OPERTr O+' 1TRUCrL*eA 9"T U5R Or T." 0411449NG AND ALL RR►ROOWTV" SWA,LL DE RfSTRC'TED TO THE OWC,Ik^. Sr *E FOR UMCN rT G" OWPAWM AND $"*LI NOT Sf OHIO 9%Lt" PROPf*tT 6EALRD AND &F"I'VTO PUW1 IC470% a THIS DRAaNG RT ANT rgTti /OD IN ~LR OR PART to PRO.Rl TiD UTHMT •1RITTfN PCRKlSIOIi O• S'RNC TURFS •WT. W04e" A CONTRACTORS NAM! APPRA" ON TNIE DRAr1Mp. ALL 41ORK SMALL " CO„PLR'IJ RT SAJO CONTRACTOR. fXCf ►T aT AGRlfM NT IL•TM SA'TR CONTRACTOR. to ul U. F-- Z3 W 0 o uoQ° z u =o W � Z n Cr u O -1 OC W Q- Uj U Z v W � 0 U zz �J Q N U� < oW ox Q F ALUN 5J5 CKED 5J5 ATE 1 -02 ALE NOTED JOB NO. 1914 5HEET CITY PLAN 2 NOTE: STUD REF ON PLANS ARE KING STUDS. UNO. a E w. r HOLDOWN SCHEDULE HOLOOWN MARK HOLDOWN NAILER SPECIFIED REVD, UNO TYP DETAIL HI CSii� t -2X ST�C 3i SC2 H2 rSTC40 2 -2X STUDS 03/502 H3 MSTC52 2 -2X 5T�DS 03/S02 H4 MSTC44 2 -2X STUDS 03/502 H5 STHDS 2 -2X 5Tt,05 '1 /50I H4 STHD14 2 -2X S%05 .1/501 H1 HD8A 4X POST 08/501 H5 S'AMF'LL _Q S AE PSTRONG WANS PER MFG PER I''FG NOTE: USE MIN OF 3 -2X STUDS AT CORNERS H3 L = 8' 1 tl 1 � . 1 i 1 t 1 � 1 1 I J x �H3 1 10 >D2 1 1 t P. i 1 1 1 H3 1 .. �� I TRIMMERS REQ'D. UNO 4X4• 5 5"1AL_ER 1-2X4 " ti HI HI 5D2 14x& ; •��• / • �• ��•� �� • •_r�• 4X4 ALT 5-1/X12 GLB FLU L = {2 ie HI II L i 4X8 - ---- II - - - - -- -- ' BI ------ - - - - -- -- 1 HI PER 1 °O- 4XL ` O1~ 3 -2X4 ,t --- r------- w----- -w —•-` 3 -2X 5TU05 3 A% IN5'RA" NNT Or SERVICE AND 'HE PROr•ERTT O► STRUCrj"A WST Dlt4uwG AND ALA UBC SKA" DE RiS'RWCTEC OWUNA. }T! FOR TO t"R YI MCi• IT WAS H3 L = 8' 1 tl 1 � . 1 i 1 t 1 � 1 1 I J x �H3 1 10 >D2 1 1 t P. i 1 1 1 H3 1 .. �� I TRIMMERS REQ'D. UNO 4X4• 5 5"1AL_ER 1-2X4 " ti HI HI 5D2 14x& ; •��• / • �• ��•� �� • •_r�• 4X4 ALT 5-1/X12 GLB FLU L = {2 II HI II L i 4X8 - ---- II - - - - -- -- — - - -- 4X10 BI ------ - - - - -- -- 1 HI PER 1 °O- 4XL ` O1~ 3 -2X4 MFG --- r------- w----- -w —•-` 3 -2X 5TU05 3 A% IN5'RA" NNT Or SERVICE AND 'HE PROr•ERTT O► STRUCrj"A WST Dlt4uwG AND ALA UBC SKA" DE RiS'RWCTEC OWUNA. }T! FOR TO t"R YI MCi• IT WAS �R —ARED AND 6WALL MOT 0! "M UNA23S /ROrlRlt WALb AND — ✓ Hl M x r2o_� TYP AT INTERIOR PARTITIONS 1 — 1 1 � � _ 1 F- _ _ _ w _ __I C=� 1 H3 1 � 1 1 i 1 1 X • �� 1 � r) °o O h 0 a O J to in F-- v i a i v i H2 1 ,x 1 ' 1 1 � 1 I 10 1) L = 12' 1 ' I ROOF FRAMING 4 SHEAR PLAN SCALE: 1/4" = 1'0" ALL STRONG-WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO, INC. FRAMING NOTES AND LEGEND 5YMBOL5 INDICATES SPAN DIRECTION OF X Om RAFTER. J015T t TRUSSES SEE FRAMING SCHEDULE =OR SECT'ON REQUIREMENTS INDICATES BEARING WALL O L INDICATES SHEAR WALL MATERIAL TO SCHEDULE AND WALL LT. INDICATES BEAM MARK TO SCF- EtOULE t 57RUCT CA C S NOTES !. SEE SHEET 5V.0 ARC SR2.0 ~OR ALL NOES AND So`yIcICA`iONS. 2. 5_E AR-H, PL-AN5. SP= CIFIOATiON FOR DIMENAADDITiONAL FRA"" tiG REQUIREMENTS. 3. ROOF AND FLOOR SHEAT -►ING PER GENERAL- NOTES, 5-4EE T SN'.0. 4, ROO1- AND FLOCR SHEATHING NAKED PER GENERA- NOTES. SHEET SNI.O, LNO. S. A -L LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O. UNO. �. ROOF TRUSS DES+GN, 1ANUF.. AND ;N5TALLA -!ON PER GENERAL NCTES SHEET SNI.O. �. SE-E ARCH CRWG'S FOR 2X4 LCALL LOCATIONS. S. ;SE 2X4 STUD FOR NO`S- BEARING WALL5 10 FOOT PLATE AND LE55. SEAR'NG WALLS USE 2X4 STUDS AT i4' OC FOR ° FOOT PLATE AND LESS. ". !NS-ALL ALL SHEAR LLALLS BEFORE ARCH COLUMN'S.. 0. USE TJ; 550 B .CK G A. =LOOR DRAGS WITH STRAPS. II. ALL WALLS 2X,4 STUDS NO. 2 GRADE OR BETTER AT 16' C /C, UNO. TRUSS t JOIST SCHEDULE SECTION TRU55 OR JOISTS SPACING OF MARK SECTION SECTION `�� ., a JJ:, "� �S3ES — ` `4 C ., 3 E,EAR PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SOM �� PGC RtiQV�S I? NuM� pNP� P SWFAR UTALL r-HFOULE I TRIMMERS REQ'D. UNO 4X4• 4XL I 5"1AL_ER 1-2X4 " ti 4X8. i /GIRDER RUBS 14x& ; •��• / • �• ��•� �� • •_r�• 4X4 ALT 5-1/X12 GLB FLU - 1. .�..�. r II II ABu -TINE // /� --------- - - - - -- / -- - - ---- - - -- - - - -1 = 4 4X10 HI HI PER 1 °O- 4XL ` O1~ 3 -2X4 MFG --- r------- w----- -w —•-` 3 -2X 5TU05 3 A% IN5'RA" NNT Or SERVICE AND 'HE PROr•ERTT O► STRUCrj"A WST Dlt4uwG AND ALA ROOF FRAMING 4 SHEAR PLAN SCALE: 1/4" = 1'0" ALL STRONG-WALL AND PORTAL FRAME INSTALLATIONS ARE DONE USING THE APPROPRIATE STRONG -WALL TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO, INC. FRAMING NOTES AND LEGEND 5YMBOL5 INDICATES SPAN DIRECTION OF X Om RAFTER. J015T t TRUSSES SEE FRAMING SCHEDULE =OR SECT'ON REQUIREMENTS INDICATES BEARING WALL O L INDICATES SHEAR WALL MATERIAL TO SCHEDULE AND WALL LT. INDICATES BEAM MARK TO SCF- EtOULE t 57RUCT CA C S NOTES !. SEE SHEET 5V.0 ARC SR2.0 ~OR ALL NOES AND So`yIcICA`iONS. 2. 5_E AR-H, PL-AN5. SP= CIFIOATiON FOR DIMENAADDITiONAL FRA"" tiG REQUIREMENTS. 3. ROOF AND FLOOR SHEAT -►ING PER GENERAL- NOTES, 5-4EE T SN'.0. 4, ROO1- AND FLOCR SHEATHING NAKED PER GENERA- NOTES. SHEET SNI.O, LNO. S. A -L LUMBER GRADES PER GENERAL NOTES,SHEET SNI.O. UNO. �. ROOF TRUSS DES+GN, 1ANUF.. AND ;N5TALLA -!ON PER GENERAL NCTES SHEET SNI.O. �. SE-E ARCH CRWG'S FOR 2X4 LCALL LOCATIONS. S. ;SE 2X4 STUD FOR NO`S- BEARING WALL5 10 FOOT PLATE AND LE55. SEAR'NG WALLS USE 2X4 STUDS AT i4' OC FOR ° FOOT PLATE AND LESS. ". !NS-ALL ALL SHEAR LLALLS BEFORE ARCH COLUMN'S.. 0. USE TJ; 550 B .CK G A. =LOOR DRAGS WITH STRAPS. II. ALL WALLS 2X,4 STUDS NO. 2 GRADE OR BETTER AT 16' C /C, UNO. TRUSS t JOIST SCHEDULE SECTION TRU55 OR JOISTS SPACING OF MARK SECTION SECTION `�� ., a JJ:, "� �S3ES — ` `4 C ., 3 E,EAR PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN.I. SOM �� PGC RtiQV�S I? NuM� pNP� P SWFAR UTALL r-HFOULE SHRAR IM-L 101" ALL PANEL EDGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LE53 THAN L INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 51DE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATE5 AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPRO` ED f ,R PI RMIT IF), ^c'ANCE SCOTT r- AZFKAS & ASSOCIATES INC _ DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on to approval of these plans shall not be construed �icabl permit or approve any violation of the app I or ordinance' No permit presumed to give at- itInWy to vjoi oe or cancel the provisions of such codes shall be valid. MIN. TRIMMER ER SCHEDULE HEADER SECTION I TRIMMERS REQ'D. UNO 4X4• 4XL I 5"1AL_ER 1-2X4 " ti 4X8. 4X10 2-2X4 4XI2, 3 -1/8 14 -3S/ ` ABu -TINE 4X4 I STALLER 1 -2X4 4X8. 4X10 2 -2X4 PER 1 °O- "'E*1BERS X AND LARGER 3 -2X4 MFG GIRDER TRU55 3 -2X 5TU05 3 A% IN5'RA" NNT Or SERVICE AND 'HE PROr•ERTT O► STRUCrj"A WST Dlt4uwG AND ALA UBC SKA" DE RiS'RWCTEC OWUNA. }T! FOR TO t"R YI MCi• IT WAS �R —ARED AND 6WALL MOT 0! "M UNA23S /ROrlRlt WALb AND — ✓ l T ^ M _ -. SMA:I 011! CO "'LSTILD BY SAM CON'RACTOIl. exCE*T ST AGREE+1 "T dPTN SA" CONTRACTOR. AT ED ES A \C s 0C =.ELD (UBC TABLE 23- a. ~ - - -- 3/8 APA RATED SHEATHING,PS i. Jl/ 80 NA15 AT A' OC 4' OC 350 2X UoQ AT EDGE5 ANC 12" OC FIELD IUBC TABLE 23- iI -; -U d Z Q h W 12 3/8 APA RATED SHEATHING.PS !. ul/ 80 NA'L5 AT 3- OC 2. OC 4 00 3X AT EDGES ANC 12" OC FIELD (UBC TABLE U 3/8' APA RATED SHEATHiNG.PS i. W1 8D NA!L5 AT 2' 0C 440 3X C3� AT EDGES AND '2' OC FIELD (UBC TABLE 23 -`1- -i) 2 ROWS 15/32" A °A 5TRUCT 15HEATHING.PS .. w/ IOD MAILS A'2' OC 2' OC 8'0 3X 14 AT EDGES AND 2' OC FIELD (UBC "ABLE 23- 11 -I-') 2 ROWS '`'S�r �'RCti� a:•_, �S SSE: E� Jti -AN� ER ✓ER °= ' T PER DNS AL'�ED ER I E—�� 75 Fes, R_Q.J�R� _tv � „ SHRAR IM-L 101" ALL PANEL EDGE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LE53 THAN L INCHES ON CENTER ON EATHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 51DE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATE5 AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. APPRO` ED f ,R PI RMIT IF), ^c'ANCE SCOTT r- AZFKAS & ASSOCIATES INC _ DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on to approval of these plans shall not be construed �icabl permit or approve any violation of the app I or ordinance' No permit presumed to give at- itInWy to vjoi oe or cancel the provisions of such codes shall be valid. MIN. TRIMMER ER SCHEDULE HEADER SECTION I TRIMMERS REQ'D. UNO 4X4• 4XL I 5"1AL_ER 1-2X4 " ti 4X8. 4X10 2-2X4 4XI2, 3 -1/8 X t LARGER 3 -2X4 4X4. 4X4 I STALLER 1 -2X4 4X8. 4X10 2 -2X4 4X12. 5 - ?/8 X AND LARGER 3 -2X4 MFG GIRDER TRU55 3 -2X 5TU05 NOTE: STUD REF ON PLANS ARE KING STUDS. LINO. REVISION DATE I BY 2 -14 -03 8JS 3 -20 -03 SJ8 3 -31 -03 8J8 DRAWN SJ5 CHECKED SJ5 DATE II -1 -02 SCALE AS NOTED JOB NO. 1984 SHEET trry' - - 21T .»_. .m W 0z b e r >�C • U 7 w� � >o s� CA 3 A% IN5'RA" NNT Or SERVICE AND 'HE PROr•ERTT O► STRUCrj"A WST Dlt4uwG AND ALA U5E o• *w 0101040DYCTWM SKA" DE RiS'RWCTEC OWUNA. }T! FOR TO t"R YI MCi• IT WAS �R —ARED AND 6WALL MOT 0! "M UNA23S /ROrlRlt WALb AND APPROVED- PMLCATIOM Or TNI! DRAadNG by ANY Miar"M M 04fts OA PART dIRITTEN IS PR04&TED WKN08T •E111415901, OF lTRU. ^_ TURES W"T. WS" A CONTRACtORS %AM* APPEAR! ON THE DRAr♦WN ALL OORK SMA:I 011! CO "'LSTILD BY SAM CON'RACTOIl. exCE*T ST AGREE+1 "T dPTN SA" CONTRACTOR. W a. ~ � �w0 � cr ~ LA O UoQ u d Z Q h W woo O W Cr Uj Q � W u Q � f'Y U zZ U. z U_ < < OW ..4 03: Q ON) DRAWN SJ5 CHECKED SJ5 DATE II -1 -02 SCALE AS NOTED JOB NO. 1984 SHEET trry' - - 21T .»_. .m t= t , l I i i <3 p L = 12' 3B SDI L = L' * v O � L 1- HL 0. r '- - - - - -- Af - - -- i \�5 L� O 3A I A C`3066 SDI I 2A I Hb SDI � j I 3A 1 � i I SDI i i 1 ( I ' I 1 I 1 I H I 1 I � 1 i L 8, I I - - - - -- A - - - -- 1 I � 4A SDf HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED i REQ'D. UNO TYP DETAIL Hi 51n 2 -2X 3`uC�) C3'SC2 H2 1`11 STC40 2 -2X STUDS 03 /S02 H3 MSTC52 I 2 -2X STUDS 03 /5D2 H4 MSTC44 2 -2X STUDS 03 /502 H5 STHD8 I 2 -2X STUDS 11 /SDI HL 5THD14 1HD8A 2 -2X STUDS II /SDI Hi LX P05T 08 /SDI HS r SIMPSON STRONG W ALL PER PLANS PER MFG PER MFG 38' -O" I21'-2" t570 I I - - - - - - - - - - - - - - - I PI I A PI r- - - - - - - - - - - - - - - -I I- I, I- I 1 13' -O" t 13' -b' SDI H6 - Hb HL l i l ;r I i I I �� Ln I I L _�o IAI IB I I I I SDI I I G.5 tl II I I I A pit I - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - L - - - - - - - - - i I I I B Hb I i I I I I I I I 1 I I I 1 1 I I I 1 1 I I I I 1 I I I B I 1 _ I H6 1 I I I - -- --- - - - --� I I J 2 L= 14 oe I I I 1 I i I I I I 1 B I i 1 DELET FT'G I I I I 1 I bg AT I I I I 1 1 I SDI OPT I I I I I 1 I I I I B Hb { I I ! I I LB I I 1 I i 5DI I I I H6 I I I I I 1 I I 1 I I I I ! I 1 I I ! I I I I I ! I I I I t 11' -4 I /2" I HL 'i I I I- r - -- - -- I I I 1 J I A I I I I I I ! I I I I 1 I I I 1 I 1--------- - - - - L - - - ! I I 1 I ----- - - - - -- - 1-' - -- I H1 I I I I H1 I I I - - --J L I FOOTING CONT I I I I AT OP It ol I BUMPER I T g I i PIPE LT J L — — — — — — — — — B I I — — — — — — — — G J 1 I� SDI � - - - - - ------- +---- - - - - -- - - - -- � 2' -4" 1' -4" 1 - - - - - - - - i - -2- 13 - - - 1 L- = 5' ! I I Hb �2B Hb i 1 I I I SDI I A I I INTERIOR Hb I I 1 I FOOTING I I I I J I I 1 J I A bA I I A IA I SDI A I 1 Q I SDI I I I I I I J I I I I I I I I I J J I I I I I I ( J I 1 I I CURB HT PER I I I SIMP50N CURB HT PER I I I SIMPSON I I J 1 1 A I IA I HS A� H5 1 I I � I ft W 8" WIDE 8" WIDE I I - HS 1 CURB 4'a CURB I A I 122X1 -4HQ I A ! SW2 X1 -4. D Sp� I L� - - - - - - - - - - - - I w A n /Oi - ? W32c ° -4 -� SDI SW32x °- 20 P 2 2' -4" U. II' -2" lit FOUNDATION PLAN SCALE: 1/4" - 1'0' iv M r r r O ,4NCHOR BOLT SCHEDULE I. SLAB AND FOUNDATION PER FOUNDATION PLANS AND SN.I. 2. SEE 50115 REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HD'5 5HAL HAVE A MIN. CORNER EDGE DISTANCE OF 5" OR PER MANUF- SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. 4. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8" X 10" AB'5OLT5. W/ NUT t 2'X2'X3/8' WA5HER5 AT 12" OC W/ 1" OF EMBEDMENT. UNO ON PLANS. MINIMUM OF 2 AB'5 PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12' MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALLS SHALL HAVE HILTI ON W/ A MIN OF PENETRATION OF 1 -1/8' INTO SLAB AT 32" OC. OR EQUAL. UNO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT tt 2388. S. ALL HO'S. HDA'S. PA'S.MPA'S, HPAH022 1 PAH042'5 ARE TO BE INSTALLED IN ACCORDANCE WITH SIMPSON STRONG-TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 1 4448 AND SHALL TIED IN -PLACE PRIOR TO FOUNDATION INSPECTION. 5QUARE FOOTING BY MARK 6/8" DIA. A.B. 5PAC'G 2. 3 12 GC 48' OC 4. 5 c 48' OC 1 42' OC 8 32" OC 9 24' OC 10 32" OC it IL. OC 12 13 1L" OC 12' OC 14 8" OC I. SLAB AND FOUNDATION PER FOUNDATION PLANS AND SN.I. 2. SEE 50115 REPORT FOR GRADE AND SOIL REQUIREMENTS. 3. SEE ARCH PLAN FOR DROPS AND SLAB BREAKS. 4. ALL HD'5 5HAL HAVE A MIN. CORNER EDGE DISTANCE OF 5" OR PER MANUF- SPEC. S. VERIFY ALL DIMENSION W/ ARCH PLANS PRIOR TO CONSTRUCTION. 4. ALL CONTINUOUS FOOTINGS SHALL HAVE 5/8" X 10" AB'5OLT5. W/ NUT t 2'X2'X3/8' WA5HER5 AT 12" OC W/ 1" OF EMBEDMENT. UNO ON PLANS. MINIMUM OF 2 AB'5 PER SILL PLATE PER SHEAR PANEL. ONE AB AT 12' MAX FROM EA END OF SILL PLATE. 1. ALL NON BEARING INTERIOR WALLS SHALL HAVE HILTI ON W/ A MIN OF PENETRATION OF 1 -1/8' INTO SLAB AT 32" OC. OR EQUAL. UNO. TO BE INSTALLED IN ACCORDANCE W/ ICBO REPORT tt 2388. S. ALL HO'S. HDA'S. PA'S.MPA'S, HPAH022 1 PAH042'5 ARE TO BE INSTALLED IN ACCORDANCE WITH SIMPSON STRONG-TIE SPECIFICATIONS AND REQUIREMENTS OF ICBO REPORT NO. 1211 1 4448 AND SHALL TIED IN -PLACE PRIOR TO FOUNDATION INSPECTION. 5QUARE FOOTING BY PI - 24' SOX 18" THICK W/ 4 -24 EA WAY P2 - 34" SOX 18' THICK W/ 4 - :5 EA WAY P3 - 42" SOX 18" THICK W/ 5 -85 EA WAY P4 - 48" SOX 18' THICK W/ 6-25 EA WAY 5LAB —ON —GRADE C4 `A 4" SLAB ON GRADE W/ a3 AT 18" OC EA WAY. OVER 2" SAND O/ 10 MIL V15QUEEN. OVER APROVED GRADE SEE TYPICAL DETAILS 12 /5DI, IL /SDI, 22 /SDI, 24 /5DI. CONTINUOUS FOOTING A - 12 "X 12" CONT FT'G W/ 1 -94 CONT T/B B- 15 "X 18' CONT FT'G W/ 2 -24 CONT TIB :nIFKAS & ASSOCIATES. INC r - _ _ DATE have been re Authorization for adherence horization s ordinance. ermit pending al,l,;,,_, +b1e codes and building P her• by granted to issue a apuroval by all applicable City agencies. The Issuance or granting of a permit based on nstrued to tans shall not be co n violation l� of the applicable approval of these p por It or approve a No permit revisions presumed to give c,,de�s or ordinance. ;; to violate or cancel the p of such c 1J s shall I valid P THIS NUMBER ACCOMPANY ALL INSPECTIONAL REQUESTS REVISION DATE BY 2 -14 -03 SJ3 3 -20 -03 Ws 3 -31 -03 SJ8 IL W U -' �a>0 DRAWN SJ5 CHECKED 5J5 DATE II -1 -02 SCALE A5 NOTED JOB NO. m" SHEET S3eO PL,r4 N 3 ul a �r IL W U -' �a>0 M o '�.5 DRA + +ti:, �5 AM hly�RJ1�EN• OF SERVICE AND THS PROPMrlr Of STRIICTLW1!S an' DRAWL AND ALL IME OP TMS RM "MftCTIOM5 SHAH W OnTR*CTED rp THE O ^ A" SITE POR OWCH IT &AS w' PRNAWrV AND SHALL. NOT W HOED ^x55 ►ROPERLY StALM AM APPROVED, RJOL*CATIOIY 00 THIS DRAMK ST ANY METHOD M 04OLE OR PART @RkRTTEh 0 PW%4ftTRD OTOMT PriliTn "'Oh OP STRUCTURES ZEST WHERE A CONTRACTORS APPEARS ON THE *MME D0^111W, ALL SARK SHALL DE COMPLETED Or SAOD CONTRACTOR. SXCSPT by ACAIK"Im► 07H SAME CONTRACTOR In W Uj � W cr ~`A W 0 O Uou O `1' 0 � X Q tai U W - W 0 Ul Z V- W Q � (`I 0 U Z z � O --i .— a" Tq < F- (3 :3 z z0 < (L u- j DRAWN SJ5 CHECKED 5J5 DATE II -1 -02 SCALE A5 NOTED JOB NO. m" SHEET S3eO PL,r4 N 3 CPTIONAL 3 -CAR GARAGE HOLDOWN SCHEDULE 03 03 QD�� SD3 QD�� SD3 b4 I 1 b +b 4X12 .O O HL H4 H4 SD3 I O ° N4 15 L - i 4X12 it IL 1• - - - - -- - -- - - -- - - -- - - - - - -- amwe 1 3- 1/8X12 GLB%� ' 1 1 QC HL � 05 � 1 SD3 3 1 1 L .2' BEDROOM 4 05 1 = - 1 SD3 FAMILY 5 1 EI 1 D3 1 H4 L 14 1 \v/ 1 1 00 IS I X BI j ,_ SD3 x 3- 1/5X14 2.0E P -LAM 0 X H4 2X12 STAIR > I X r ESTRINGS I H4 r BEDROOM ) AT CENTER I NOOK I OPTIONAL - TANDEM n oe L = 4 SPACE 2X6 LANDING - 5D3 OS ICIST AT I OC 5D 2 N6 m BA3 0 Ln r — - x X 1 13 j ;' I Hl 50 HI KITCHEN I �' 5 -I /9x14 •1.1 �S- 1/4X14 2.0E P -LAM 1X14 2.OE P -LAM 1 2.OE P -LA i • • ...�..w.....�w.s...... . .- ...w.w.w.w.w.w...•.._..... 1 AT OP 1 7"�W__ 1 X I .'•Ir - 1/475!`; .OE P -LAM 19 B5 LT = 1' •Xr Ilr X 8 SD D i T•w•w•r• bw�.w•w•w•w•w• ��.� •�� •��•w• GOFF •w• •w.•. .. w.r —. w•w. 1 6X6 POST I Z it ALItkN TRU55 t EN O5 / T I I CL'1 i H4 24 1 10 W' 1 1 ♦ // ♦ SD3' H4 i 1 iD2 I HL OI11 1 - -- - - - - - --� DINING �---------- - - - - -> // ♦♦` 1 1 0 � I1� // ♦ TI -- X — 1 GAR/GE ♦♦ r l 40, ♦ ��, - - --y t SD 2 I 1 / / // o ,11 10 I i ,�� GIRDER TRUSS .w.r.... w.....,L. ' SD2 t I Q _j J_,_ 1 1 1 / JJJ_:- 1�JJ_J H6 I p� j1 / / 12J�JJJjIJ�JJJ_ t I 7111 _rJJJJ_✓J _j _j L 9' �2 t p I III // // H -J JJJ ;J�_j 1 �JJJJJJJ�J�J JJJ�_JJJJ� 1 t _,_,�.._,._I / J_JJJJJJJJJJyJJJJJ_JJ�JJ 2X6 CALIF I / JJJJJJJJJJJJ t!_ JJJJJJJJ ± -� F T 1 4X12 1 / H5 H5 -&.-j _j JJJJJ_JJJ �JJJ I RAM24 Or I I /� � ��11 ----------- I - - - -�/ (B4) J! J_ 1JJ_;JJJJJ_JifJJJJ-..JJJJ_iJJJJ J JJJJJJJJJJJ_;J1'JJJ-JJJJJJJJJ _,� 1 JJJJJJJJ�!J�JJJJJ�JJJJJ_..iJ I 'r 1 w.w.w.w.w. .w.�... —.�.� _j 77] _j _j J _j JJJJJJJJ.JJJJJJ • I •— —" 3_ 1/8X12 GLB FU L LT O/ SHEAR PANELS i GI DER RUSS SD HS .4r �rr•rrrr�--- -rr•. -- - -y/ XI :1l22X1 1� -4H 1 � 08 5 i •w•w•w'• D2 n I 4X6 W 4X8 -- W — SD3✓ 1 w•w. I HOLDOWN MARK i TYP DETAIL HI 03 03 QD�� SD3 QD�� SD3 b4 I 1 b +b 4X12 .O O HL H4 H4 SD3 I O ° N4 15 L - i 4X12 it IL 1• - - - - -- - -- - - -- - - -- - - - - - -- amwe 1 3- 1/8X12 GLB%� ' 1 1 QC HL � 05 � 1 SD3 3 1 1 L .2' BEDROOM 4 05 1 = - 1 SD3 FAMILY 5 1 EI 1 D3 1 H4 L 14 1 \v/ 1 1 00 IS I X BI j ,_ SD3 x 3- 1/5X14 2.0E P -LAM 0 X H4 2X12 STAIR > I X r ESTRINGS I H4 r BEDROOM ) AT CENTER I NOOK I OPTIONAL - TANDEM n oe L = 4 SPACE 2X6 LANDING - 5D3 OS ICIST AT I OC 5D 2 N6 m BA3 0 Ln r — - x X 1 13 j ;' I Hl 50 HI KITCHEN I �' 5 -I /9x14 •1.1 �S- 1/4X14 2.0E P -LAM 1X14 2.OE P -LAM 1 2.OE P -LA i • • ...�..w.....�w.s...... . .- ...w.w.w.w.w.w...•.._..... 1 AT OP 1 7"�W__ 1 X I .'•Ir - 1/475!`; .OE P -LAM 19 B5 LT = 1' •Xr Ilr X 8 SD D i T•w•w•r• bw�.w•w•w•w•w• ��.� •�� •��•w• GOFF •w• •w.•. .. w.r —. w•w. 1 6X6 POST I Z it ALItkN TRU55 t EN O5 / T I I CL'1 i H4 24 1 10 W' 1 1 ♦ // ♦ SD3' H4 i 1 iD2 I HL OI11 1 - -- - - - - - --� DINING �---------- - - - - -> // ♦♦` 1 1 0 � I1� // ♦ TI -- X — 1 GAR/GE ♦♦ r l 40, ♦ ��, - - --y t SD 2 I 1 / / // o ,11 10 I i ,�� GIRDER TRUSS .w.r.... w.....,L. ' SD2 t I Q _j J_,_ 1 1 1 / JJJ_:- 1�JJ_J H6 I p� j1 / / 12J�JJJjIJ�JJJ_ t I 7111 _rJJJJ_✓J _j _j L 9' �2 t p I III // // H -J JJJ ;J�_j 1 �JJJJJJJ�J�J JJJ�_JJJJ� 1 t _,_,�.._,._I / J_JJJJJJJJJJyJJJJJ_JJ�JJ 2X6 CALIF I / JJJJJJJJJJJJ t!_ JJJJJJJJ ± -� F T 1 4X12 1 / H5 H5 -&.-j _j JJJJJ_JJJ �JJJ I RAM24 Or I I /� � ��11 ----------- I - - - -�/ (B4) J! J_ 1JJ_;JJJJJ_JifJJJJ-..JJJJ_iJJJJ J JJJJJJJJJJJ_;J1'JJJ-JJJJJJJJJ _,� 1 JJJJJJJJ�!J�JJJJJ�JJJJJ_..iJ I 'r 1 w.w.w.w.w. .w.�... —.�.� _j 77] _j _j J _j JJJJJJJJ.JJJJJJ • I •— —" 3_ 1/8X12 GLB FU L LT O/ SHEAR PANELS i GI DER RUSS SD HS .4r �rr•rrrr�--- -rr•. -- - -y/ XI :1l22X1 1� -4H 1 � 08 5 i •w•w•w'• D2 n I 4X6 W 4X8 -- W — SD3✓ 1 w•w. I HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL HI cS1L 2 -2X STUDS ^3 /SL` 2 H2 MSTC40 2 -2X STUDS C3 /SD2 H3 MSTC52 2 -2X STUDS 03 /SC2 H4 2 -2X STUDS 03 /SC2 H5 STHD8 j 2 -2X STUDS 11 /50I HL STHD14 12 -2X STUDS 1 II /SDI Hl HDBA LX POST 08 /5DI H5 SIMPSON STRONG PER MFG WALL PER PLANS PER MFG END ` - -� - -1 S1�32k.° 4T SW32XQ -4 f- - - - - -J 10 IO 50 14 ,50 ROOF FRAMING t SHEAR PLAN — ELEV A SCALE: 1/4" - 1'0" I • FRAMING ` NOTES AND LEGEND SYMBOLS INDICATES SPAN DIRECTION OF OF RAFTER. JOIST t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL OINDICATES SHEAR WALL MATERIAL TO SCHEDULE AND WALL Lam. O INDICATE5 BEAM MARK TO SCHEDULE ( STRUCT CALC'S NOTES . SEE SHEET 5N1.0 AND 5N2.0 FOR ALL NOTES AND SPECIFICATIONS. 2. SEE ARCH. PLANS. SPECIFICATION FOR DiMEN 1ADD17IONAL FRAMING REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES. SHEET SNI.O. 4. ROOF AND FLOOR SHEATHING NAILED PER GENERAL NOTES. SHEET SNI.O, UNO. 5. ALL LUMBER GRADES PER GENERAL NOTE5.5HEET 5N1.0. UNO. 4. ROOF TRUSS DESIGN. MANUF., AND INSTALLATION PER GENERAL NOTES SHEET SNI.O. 7. SEE ARCH DRtLG'S FOR 2X4 WALL LOCATIONS. 8. USE 2X4 STUD FOR NON - BEARING WALLS 10 FOOT PLATE AND LESS. BEARING WALLS USE 2X4 STUDS AT 14' OC FOR ° FOOT PLATE AND LESS- °. INSTALL ALL SHEAR (CALLS BEFORE ARCH COLUMN'S.. 10. USE TJI 550 B,-CK G AT FLOOR DRAGS WITH STRAPS. !I- ALL WALLS 2X4 S'UCS NO. 2 GRADE OR BETTER AT 16. O/C. UNO. TRUSS i JOIST SCHEDULE SECTION MARK TRU55 OR J015T5 SECTION I SPACING OF v SECTION 4X4, "R_*. `SES I 24 UL_ F1 14 TJI /PR0250 14 OC DI 1 2X10 IL OC. RIO t SLOPE PROVIDE TRUSS SHOP DRAWINGS AND LAYOUT PLANS PER SN -1. SHEAR WALL SCHEDULE ynR� �r� =••� LJA�L - A`E-RIA= TRIMMERS REQ'D, UNO 4X4, SaN -� " % 1 -2X4 riN 4X8, 4XIO 8Js 2 -2X4 4X12, IL^ �BS' FT A3uTTING 4X4, 6X4 I SMALLER 1 -2X6 LX8, 6X10 PER 1001- MEMBERS 4X12, 5-1/8 X AND LARGER 3 -2XL MFG GIRDER TRU55 JBC tII W U_ F--- N % CC mac.. L>` AT E.7;�ES AND 12 OC F ELC (JBC -ABLE O ,voQ° Z Q U \ 3/8" APA RATEC SHEATHING,PS i, W/ BD NAILS AT 4 OC J [Y W cr Q 4 W I � n 4' OC 350 2X AT EDGES AND 12' OC F'ELD (UBC -'ABLE 23- II -1 -1) ty IL LL R Z 3/8" APA RATED SHEA- HING.PS 1. W/ OC NAILS AT 3" OC 2\ 2' OC 490 3X AT EDGES AND 12' OC F'ELC (UBC TABLE 23- 11 -1 -1) <3> 3/8" APA RATED 5HEA7HING.P5 1. W/ 6^ NAILS AT 2 OC 2' OC 440 3X AT EDCSE5 AND 12" OC FIELC (UBC TABLE 23- 11 -I -1) 2 ROWS 15/32 APA STRuCT I SHEATHING.PS 1, W: ICD NAILS A72 OC 2' OC sic 3X AT EDGES AND 12" OC FIELD (JBC -ABLE 23- 11 -1 -1) 2 ROW5 ?SG'',, 5 R:iti s ,:,AL.. A ECir =Z) ,V P_AN_5 INSTALLED PER MFG REQUIREMENTS G MFG Fu SHEM GALL NOTn ALL PANEL EDuE5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON 5TUD5 AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LE55 THAN 4 INCHES ON CENTER ON EATHER SIDE. PANEL 1O1NT3 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH 510E SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE 5TAGGEREO. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. MIN. TRIMMER SCHEDULE APPRO\/ED f C,R P( RMITASStOCIIATES• INC, rR7FKAS 8d DATE f^ been for adherence to the BY _ Authorization +s Th se plans have bee ordnance• permit pending appl,cable odes and ue a building P ranted tO agencies. hrrt't)Y g all apPl +cable City a9 on approval by ermit based °I a P construed to or gran" hall not be applicable The issuafce,cse plans s of the give approval ° violation resu pr,rm,l nr appf°vP any No permit P of such rd,nanc.e ^cel the provisions �ndns Or ° �,�.latE' of Ca <luthority to ,ri, s shall 1w valid HEADER SECTION BY TRIMMERS REQ'D, UNO 4X4, 4X4 t 5 1 -2X4 riN 4X8, 4XIO 8Js 2 -2X4 4X12, 3 -1/8 X t LARGER 3 -2X4 4X4, 6X4 I SMALLER 1 -2X6 LX8, 6X10 STWjCTMR!•S d"T USE Or TN! 004404K AWO ALL RE'R00UCT10Mi 2 -2X4 4X12, 5-1/8 X AND LARGER 3 -2XL MFG GIRDER TRU55 3 -2X STUDS REVISION DATE BY d 2 -14 -03 8J5 3-20 -03 sib 3-31 -03 8Js 'RIAIT HIS NUMBS 1 INSPECT(( NOTE: STUD REF ON PLANS ARE KING . 5TUDS. UNO. F AWN SJ5 CKED ATE 1 -02 ALE A- '_K Es SHEET CI7 1 PLAN 3 d r • z i V W = >n W. U r d) TH.i DRAWR/�, iS Ak MS'Ri+tt l;i p/ SlRV1Ct AMD THE •RO►tRTT OF STWjCTMR!•S d"T USE Or TN! 004404K AWO ALL RE'R00UCT10Mi SHALL BE RCJTac "D TO THE ORKJRAL NTt •OR Y41C4 RYAS RRE"ARw AID OHA�L NOT M CHM ^,1FAS rR'OrERLT IEALM ANN A ►VROVC) RIDLR"ATIOR Or TIRE pRARhG Dr ANT h[T4w M 04OLE OR PART a rRON"Tro Y1NOL(T YR rTrl. �r��+o� o• srRUCruRes WST YHIM& A CONTRACTOR! %AM! AP" A" ON THE OVA 04G. ALL YORK SHALL DE CO"RET[D DT RAD COMTRACrOR. RXCerT DT ACjRLt"V%T Y'T4 SAM! CONTRACTOR tII W U_ F--- N � WO ~ Ln C4 0 N O ,voQ° Z Q U = z Q r W W°U o J [Y W cr Q 4 W � n O U Z ty IL LL R Z I Ow Ox IL QC v) F AWN SJ5 CKED ATE 1 -02 ALE A- '_K Es SHEET CI7 1 PLAN 3 h HOLDOWN SCHEDULE HOLDOWN MARK HOLDOWN NAILER SPECIFIED REQ'D, UNO TYP DETAIL H! C5i4 3-'UCS 03. `✓ ,_2 H2 MSTC40 2 -2X STUDS C3 /S 12 H3 M5TC52 i ; 2 -2X STUDS 03 /SD2 H4 MSTC44 2 -2X STUDS I 03 /SC2 H5 STHD8 2 -2X S -UDS II /SDI H4 5THD14 I 2 -2X STUDS 11 /5D1 Hl H08A 4X POST 08 /SDI H5 SIMPSON STRONG R WALL PE PLANS I PER MF;, PER MFG -� _ _ -_--__ __� -1 I I 5 (f II HI 502 HI I I OPTIONAL DECK 1 � II I L 4.5' L = 8' I HI 1 II II I I BI I I 1 4X8 4 - - .. - - -- - •• X8 .. - -- -1 -- - - -•-- 4X10 SLIDING GLASS HI DOOR at OPT. 1 1 O �� I DECK O H3 I 1 O O 1 L = 12 11 SERVICE 0 i 1 � O BEDROOM 2 O I 1 MASTER j 1 l SUITE a l 1 1 1 � H3 10 F- SD2 1 1 1 INTERIOR �- 0 j 1 Z PARTITIONS H3 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r r r r — — — x• BATH 2 1 I oc 1 L= 4 Il H3 LOFT 1 1 I 1 io 1 Ix 1 r+ H TRUSS MFG 10 WIC MBA 1 X. 1 V I GIRDER TRUSS 1 3 2X6 CALIF FRAME AT I JJJ �JJ I JJJ_1J! ,y+ HI 1 J��J JJJJJJ 24" OC I J�J Sp2 I J� TI 1 —j ALIGN ■TRU55 tEN —I— II OF 25 W W w dftawww W W W 4X4 �T — 4xc~ - - -- --- - - - TH — -- - - - - -- L :--------- ------ - - - -]I I — BDRM 3 OP" .�I OPTION SCALE: 1/4" = 1'0" 1 1 1 1 4X4 1 L = 12 FRAMING NOTES AND LEGEND SYMBOLS �x INDICATES SPAN DIRECTION OF OF RAFTER, J0157 t TRUSSES SEE FRAMING SCHEDULE FOR SECTION REQUIREMENTS INDICATES BEARING WALL O L INDICATES SHEAR WALL MATERIAL TO SCHEDULE AND WALL LT. O INDICATES BEAT" MARK TO SCHEDULE t STRUCT CALC'5 NOTES I. SEE SHEET 541.0 AND SN2.0 FOR ALL NOTES ANC SPECIFICATIONS. 2. SEE ARCH. GLANS, SPECIFICATION FOR DIMENAADDITIONAL =RAMING REQUIREMENTS. 3. ROOF AND FLOOR SHEATHING PER GENERAL NOTES, SHEE-1' SNI.O. A. ROOF AND 1`LOOR S- 1EATHING NAILED PER GENERAL NOTES. SHEET SNI.O. LINO. 5- ALL LUMBER GRADES PER GENERAL NOTES.SHEET 5N1.0. UNO. L. ROOF TRUSS DESIGN. MANUF.. ANC INSTALLATION PER GENERAL NOTES SHEET SNI.C. SEE ARCH DRWG'5 FOR 2X4 WALL LOCATiONS. 8. USE 2X4 STUD FOR NON - BEARING WALLS 10 FOOT PLATE AND LESS. BEARING WALLS USE 2X4 STUDS AT 14` OC FOR ° FOOT PLATE AND LES5. °. INSTALL ALi_ SHEAR WALLS BEFORE ARCH COLUMN'S.. 10. USE TJI 550 BLCK G AT FLOOR DRAGS WITH STRAPS. II. ALL WALLS 2X4 STUDS NO. 2 GRADE OR BETTER AT 16' O/C, UNC. TRUSS i JOIST SCHEDULE SECTION TRU55 OR JOISTS SPACING OF MARK SECTION SECTION �1 MSG LiOCC - R,iSSES 24 0C SHEAR WALL SCHEDULE Alt rAL.L MOM ALL PANEL EDGES BACKED WITH Z INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LES5 THAN 4 INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. c R PF 13f./ iT IS` ;ONCE �CUTt ra7FKAS & ASSOCIATES, INC. DATE BY _ vp been for adherence to the Th s ;,!GI's ' IvP been reviewed Authorrzatlon is des and e a bu (ding permit pending able c' issue a he by granted to a encies. approval by all applicable City g ermit based on ranting of a P construed to The Issuance or glans shall not be lIcable these p of the aPP approval of any violation to give permit or at�preve No permit presumed codes of ordinance. rovrsrons of such to v o1�Ite or cancel the p rndr "; shill valid. REVISION DATE Z -- ,.. 4+L_ ��•'.RI A;L SJS 3 -20 -03 Ste'•, ILD �B5!FT °ER 100-1 o _ta7ES A3_T T I'vG MEMBERS 4X10 .2-2X4 4Xi2. 3-1/8 X t LARGER UBC 4X4. (.Xi. t AT c ::,ES AND 12 ^OC F1EL_C/yUBC -ABLE 23 -11 -1- 1 LXIO 24C 2` I!1\ 3/8" APA RATED SHEATI- +'NG.RS I, W/ 8C NAILS AT 4 OC 4 OC 3 50 2X V" Or THS RE.PRODL1CTtONti AT. EDGES AND 12'' OC FIELC (UBC TABLE 23- 11 -1 -1) OR PART VmTrr% Ip P004br?'m pTHOLIT ►IRr"910% OR STRUCTLOMS MRST tWERE A CONTRACTORS MALE Ar'l ARS ON THE DR^WW,. ALL SRN S++ALL Of COnRE_TED DY 5AM CONTRAr'TOR. CxCt*T by AGROto INT 2 3/8' APA RATED S►- 4EAT►- +INGP5 1. W/ 8C NAILS AT 3" OC 12" OC 490 3X _W AT EDGES AND 12' OC FIELD ;UBC TABLE 23— p -I -I) J Uj ~ to 13 3/8" APA RATED SHEATH!NG.PS I, W/ 8D NAILS AT 2' OC 2' OC 440 3X o� AT EDGES AND 12' OC FIELC (UBC TABLE 23- 11 -1 -1) 2 ROWS 12' Q- Q 15/32 APA STRUCT I SHEATH!NG.PS 1. W/ IOD NAILS A72 OC OC SIC 3X 14 AT EDGES AND 12' OC FIELD (UBC TABLE 23- II -► -I) o 2 ROWS U <� VW 51 l" PSCN 5 R:.NG ajAL__ A; SSG` E% O\ °_AN !NSTALLEC PER MFG REQUIREr"ENT3 ='E "1FG PER MFG = =2 y�G Alt rAL.L MOM ALL PANEL EDGES BACKED WITH Z INCH NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 INCHES ON CENTER ALONG INTERMEDUATE FRAMING MEMBERS FOR PANELS INSTALLED ON STUDS AT 14 INCHES ON CENTER. WHERE PANELS ARE APPIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LES5 THAN 4 INCHES ON CENTER ON EATHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 300 POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE NOT LESS THAN 3 INCHES NOMINAL MEMBER. NAILS SHALL BE STAGGERED. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX NAILS. SILL PLATE NAILS SHALL A MIN OF 1 -1/2 INCHES OF PENATRATION. c R PF 13f./ iT IS` ;ONCE �CUTt ra7FKAS & ASSOCIATES, INC. DATE BY _ vp been for adherence to the Th s ;,!GI's ' IvP been reviewed Authorrzatlon is des and e a bu (ding permit pending able c' issue a he by granted to a encies. approval by all applicable City g ermit based on ranting of a P construed to The Issuance or glans shall not be lIcable these p of the aPP approval of any violation to give permit or at�preve No permit presumed codes of ordinance. rovrsrons of such to v o1�Ite or cancel the p rndr "; shill valid. REVISION DATE BY 2 -14 -03 SJS 3 -20 -03 sis S -11-03 $is 4X10 .2-2X4 4Xi2. 3-1/8 X t LARGER 3 -2X4 4X4. (.Xi. t SMALLER MIN. TRIMMER SCHEDULE HEADER 5ECTION TRIMMERS REQ'D. UNO 4X4. 4X4 t S- TALLER i- 2X4 "'.N 4X8, 4X10 .2-2X4 4Xi2. 3-1/8 X t LARGER 3 -2X4 4X4. (.Xi. t SMALLER 1 -2X4 4X8, LXIO 2-2X(. 4X12. 5 -1/8 X AND LARGER 3 -2X4 MFG GIRDER TRUSS 3 -2X STUDS NOTE: STUD REF ON PLANS ARE KING STUDS. UNO: DRAWN SJ5 CHECKED SJS DATE II -1 -O2 SCALE AS NOTED JOB NO. 1954 SHEET S3v2 PLAN 3 Ii U. W �Le �O F- cq N -.+5 DRAT.^,. .S A% - Nt'WeEMT Or SERIACR AND Two ••RO►RRTY O► STRicn" 11"I pIAOyG AID ALL V" Or THS RE.PRODL1CTtONti SHALL GM 4nT*CTR0 TO TWe OIW44AL0IT! POR •HICK IT OAS "W"A"D AND SHALL NOT OR USN) ONLtae Pwoolma scAuc *AD APPwo" D PUDLICATIOM Or THm D rT Mtrko F HNOL! OR PART VmTrr% Ip P004br?'m pTHOLIT ►IRr"910% OR STRUCTLOMS MRST tWERE A CONTRACTORS MALE Ar'l ARS ON THE DR^WW,. ALL SRN S++ALL Of COnRE_TED DY 5AM CONTRAr'TOR. CxCt*T by AGROto INT 10TH SAM! CONTRACTOR to Ic _W J Uj ~ to W C4 0 O UoQ n Z o� N W x n IJ=3 Q- Q LLJ 0 cr Uj Z v r W Q F— ..t o U zZ r:< .4 U. I z o U, o� CK v DRAWN SJ5 CHECKED SJS DATE II -1 -O2 SCALE AS NOTED JOB NO. 1954 SHEET S3v2 PLAN 3 REVISION DATE _x BY 2 -14 -03 1 SJS 3 -20 -03 FDN I 3 -31 -03 SJS F' AB SIZE AND SPACING PER PLAN MA50NRY WHER JA q � Ln EW U t SHEAR SCHEDULE OCCURS av 2 X °T °L I HT VARIES F- to CONC SLAB ON GRADE �i SEE ARCH t T.-5 CRA04C, * AM .457 IWIFN1 OF SMRVrCE AND T19 P*O"*- OF 5?RUCTURE5 A"T. use OF THIS ORAMMG AND A►{ R!AtOOUCrrONO SHALL S! W-9r*CTVO TO Tll! 044044L *ITS PON *POC14 rT M! /Rr*ARW AM WAII NOT M YKD PER PLAN t NOTES , j1 GRADING PLAN DRAP%G *Y ANY ME *1400 F *MOLE Atr IS 00 *RrTTEM Pee"" - vc" OM 1TRUCTU1115 U45T WAM A CONTRACTORS NAM! AP"AR! ON THE MAINW.. All WORK 5MA -.L M COM►LlTTJ CONTRACTOR, EXCE ►r it t" MIN AT SOIL *rTH SAM! CONTRACTOR N L MK D I W ! ^ IA 12 12 SIN GRADE :3 U O ~ to ui 0 C4 O L) 0 Ln =o ZQ h cr ui _ J � 0 � I I 3' CL ^ ! 01 W UJ z14W _ — M;N � tV I J I- it A TCF t Y Ma. BO- CONT -POP FTC OUT AS SHOWN AS REQ D TO SUPPORT MASONRY 11 13 04 05 O1 Fdr�`i C' FDN 2 AB 5'd--'E ANC SPACING PER PLAN t SHEAR SCHEDULE - 2 X P T P L - - ---� — -- 2X STUDS AB SIZE ANC SPACING PER PLAN CONC SLAB ON GRAD —HT v A R E5 t SHEAR SCHEDULE PER =LAN i NOTE-S — t i SEE ARCM "� __ PL 2 X -- z t— / PLAN CCNC SLAB ON GRADE 1 40 m PER PLAN t NOTES KIN GRADE o - -- MKI D W ! M;N 1-` A 12" '2 7 O' v iMK D W +p; • FIN GRACE �-i � I -I A ;2 i2 iii i� /01''i I!- _ I W -; -tt4 TOP t I -V4 `OP BOT CONT BOT CONT W' -- — 3 -1/2` �Z MIN ZZ Is 14 10 of 02 OCCjRS POST SEE DLAN 6" AB SIZE AND SPACING PER PLAN &SHEAR SCHEDJL= SIMPSON C3SQ -SDS2 PER MFG 2 X '- PL SLAB ON GRADE 4X4 POST W/ FULL NAIL'G -- CONC SLAB ON GRADE PER FLAN & NOTES SIMP30N � z , ,� . 5THD I, z Q .� F,N GRADE _ - -� - w a _— ;PER MFG - - -- 1- ° i-=I I I I I M K' C W ► i=- A I2° 12 TYPICAL CONC - --1- FOOTING (SEE SECTION) I SEE PLAN ° I _ B IB 15 1- #4 TOP & a 3 -1/2• 2 -03 'Z' BARS AT EA �-- HOLDOWN W/ DOUBLE BOT CONT I DOP FTG OAT AS 6" I 'W' SHOWN AS REQ'D POUR SYSTEM TO SJPPORT — REBAR TOP t BOT 3 -1/2' MASONRY PER PLANS i9 is �i 01 03 1 112" CEEB' SAWCUT I - STUD WALL ' W/ POST PER (16 TO 20 HOURS) AFTER POUR, FILL W/ = - SIMPSON ND PER P-ANS GROUT 28 DAYS AFTER °L PLANS NON -- BEARING WALL W/ 2X ST;-D POUR. PT OR PER #12 SHEAR ALL AROUND --_�A- 16" OC UNLESS 'DOTED cTNERW'SE QUICK JOINT" SET W/ ��ALUM. 1 1 #! ARCH FANS ARCH COLUMN .- GUIDE. { 2' ?D r Rte 2 -1 /2 "DIAX'C" SEE ARCH'T A.B. EA SIDE (TYP) 2X P.T•, C.F. SILL PLATE 14/ 1/4" DIA. X �3 1/2" LONG, POWDER DRIVEN SHOTS AT 32" OC "BJRKE" KEYED -COLD � JOINT E ! NCE -� -- _ _ _ __ _ . •��rx_s- zi�rnY�� -� iATES. I SCREW TO HOR _ - CONC SLAB ON GRADE PER PLAN & NOTES AT CURB PE�MfG ATE F. G. ^' NOTE i L ^ ^ ^ �' r— — ,,ns 1 =r<ave been �ev�ewe'd or adher ;;;,,, ,!;I codes and ordrnanc . Auth ce to the ization is r ; crb Anted to issue a bull ing per 9� t pending AT CON C. CURBS, DO NOT i - -{ I -- 1 _- -i -I I rt age cies. ; ro �el�ps +l�� Y - USE SHOT PINNS _ - ! I I I ^^ I (— (�- I I I I FIN GRACE W/ 1/2° DIA AB SPACED PER L SHEAR NALL SCHEDULE .^ { I —I I I I11 I I I I III r srtance or granting of permit ,oro• al these plans shall of be c based on ! strued KID W EA #5 WAY _- it _ I I I I l l i 111 I i 11 CONTROL CONSTRUCTION 4of r � an grove an vrolati of the — presum ,�'I "�� `�r ��,i,cE�� the provrsr �f"1P�sbN 5STB A.B. PER �pplica I d to i I g ,�. ,2, I! s of s� ` B 118' IS' JOINT JOI N T CONT FTG MANUF SPEC'S 1- #4 TOP do OR 50 FTG PER BOT CONT �'� PER PLAN L LOCATE AT PROVIDE CONST. JOINTS PLANS 20'-0' MAX. IN SLAB UNDER PARTITIONS EACH WAY WEREVER POSSIBLE OR AT 24 20 12 08 04 REVISION DATE _x BY 2 -14 -03 1 SJS 3 -20 -03 SJS 3 -31 -03 SJS PER ivi jv, THIS UR-77 : , ; 7 t ALL I PECTIOREQUESTS CHECKED 5J5 DATE 11 -1 -02 SCALE AS NOTED JOB NO. 195L SHEET SDI ul d igr F' I1c-4ZT o JA q � Ln EW U av J F- to T.-5 CRA04C, * AM .457 IWIFN1 OF SMRVrCE AND T19 P*O"*- OF 5?RUCTURE5 A"T. use OF THIS ORAMMG AND A►{ R!AtOOUCrrONO SHALL S! W-9r*CTVO TO Tll! 044044L *ITS PON *POC14 rT M! /Rr*ARW AM WAII NOT M YKD UNL56 -- n!O^ENLY •EALlD AND APPROVED rU*LICATIOII O• 1$0 DRAP%G *Y ANY ME *1400 F *MOLE Atr IS 00 *RrTTEM Pee"" - vc" OM 1TRUCTU1115 U45T WAM A CONTRACTORS NAM! AP"AR! ON THE MAINW.. All WORK 5MA -.L M COM►LlTTJ CONTRACTOR, EXCE ►r By 5A00 0Y A(iRMReNT *rTH SAM! CONTRACTOR N ! ^ J :3 U O ~ to ui 0 C4 O L) 0 Ln =o ZQ h cr ui _ J � 0 -1 _l Fx W UJ z14W � tV J /O` V Y Ma. PER ivi jv, THIS UR-77 : , ; 7 t ALL I PECTIOREQUESTS CHECKED 5J5 DATE 11 -1 -02 SCALE AS NOTED JOB NO. 195L SHEET SDI . 1 . ' F I S, TRUS102 TRUS i ' Fs2ao2 rRUS103 BLCK E < 3 - PT BEARING TRUSS ROOF SHEATHING FS22M EN y ROOF SHEATHING DRAG TRUSS SHEAR PER ARCH. EN SHEAR TRUSS FULL HT CONT BLCK'G OR SHEAR W/ AS REQ D PER ARCH. SIMPSON OSC4 TO MATCH BELOW PER PLAN HI AT 48' OC DRAG STRUT ROOF SHEATH'G CCNT BLCK'G ; TRUSS CONNECTOR �-- SIMPSON HI 9 EA TRUSS SHEAR BLCK PER II/SD2 I EN SIMPSON A35 9 24" O/C �RU55 REVISE TRU55 2- 2 X TOP PLATES EN WHERE OCCUR HI AT EA TRUSS SHEAR 2 -2x TOP ° LATES �- SIM+'SON H! m 48" O/C 2 X STUDS PER PLAN 2X STUDS SIMPSON A35 a 48° O/C FJLL HT SHEAR - \ - TRUSS A HOR WHERE OCCUR PLAN 2-2x TOP PLATES 2X STUDS STUD WALL SHEAR PER OVERHANG DETAIL PER ARCH DRWG. SHEAR MUST BE °ER PLANS EQ. EQ. BE FROM SILL PLATE TO TOP PLATE PLAN 2X STUDS OVERHANG DETAIL PER ARCH DRWG. SHEAR MUST BE I BE FROM SILL PLATE TO TOP PLATE 21 17 _ 05 01 MAX i HEACE PER PL 3 -ILO 'LO NAIL STAG 2X PER 5 2 -2X =ULL H 2X SILL 3 -ILD NOTE: BLCK'G A?' CEIL E 8' OC 5PAC'G. STUD WI SOLID B R AN I 5 a 12" OC TRIM HFp LE T S REQ'D 'G LINE MAX DTH LCK' — � StiEAR A35(FE. N. MARK /OC ROOF SHEATHING BLCK G R52502 BL ALONG BLCK'G 2X4 FINGERS 8 24' ROOF BREAK SEE NOTE AT 24" O/C V IL.. - 10.11 2 -100 TOE EN EN �- 12. 13 9' 1 EN NAILS — — - - -- ti \ RCOF SHEATH'G TYP GIRDER y � 14 L" RODE TRUSS o CONT BLCrC'G -Russ _ -_ _ 2X CONT PER PLANS MFG TRU55 BLCK'G 24 < 2X4 CORTTHAB 8N- WHEN 21 C 'ACE LT 15 W/ 161) ROOF SHEATH'G @ 6 , O/C SHEAR PANEL _ SHEAR TRUSS 2X BLCK' SEE PLAN FOR LOAD A35 AT Voc A35F PER SCHECULE �PE TRUSS I II �--- IN. L— 161) ® 6" 0/C -� 2X4 BLCK G W/ 2 -ILD TOE NAILS - - S;MPSON H5, TOP PL TO BLCK G SEE /�� EA ENE - SHEAR PER PLANS TO BOTTOM ROOF TRUSSES - 2 -'LC PLAN �/ X WALL 2X4 BRACE AT 48" OC OF•GNHSAR TRTR5, OR TO ROOF LAP t $PIKE BLCK'G W/ 3 -ICtD U.,5 IS NOT PRESENT EA END 18 10 02 -3 -ILD EA BICE FSI�04 MIN FLUSH BEAM PER PLAN — FLUSH BEAM PER PLAN e -140 MIN i — STRAP FLOOR JST FLGOR JST II! POST I TYP SHEAR PANEL.- 2X4 PIRAME COVERED SHEAR STRAP TOP PLATES TOP PLATES I IU/ 210 SHEAR MATERAL CONT BETWEEN PER PLAN; SIMPSON ST6236 — BLCK BM AT PL TRUSSES WALL DAPHRAGM - LT EM PER PLANS MPG TRUSS A35 BLCK TO �y BM E TOP PL -or — STUD BELOLL SPLICE • I� �^ FLOOR 21- 4' -O" MIN STRAP REVISED LT POST NOTES LOAD CSIL I650 a 14" 2X4 -- MSTC40 1845 it 1.5' 2 -2X4 NAIL STUDS TOGETHER M5TC52 29039 15.5" 2 -2X4 W/ ILD AT 4" OC MSTCL1- 4330 8 22.5" 2 -2X4 TYP AT MULTI STUDS MSTC18 5035 s 28.5. 2 -2X4 NA)L ANC VE'A�L rr K MFG RE001REMEN'S SIMPSON STRAPS I STRAP X - STUDS TOP 2 X PLATES LT J I - -tt0 PER SWEAR SLICK POST / POS` 5-111D INTO MPG TRUSS STUD BELOW SPLICE 3 - 23 15 11 e 48„ OC RJ55 E30-,--OM r ;vim CHORD ROOF SHEATHING — -- - 2X4 TOP PL CJr;T. HEADER E. N. EN SHEAR TRUSS, EN 2X4 TOP PL HEADER PERP TRU55 'CHORD / --- S MPSON S'RAP 4X POST SIMPSON STRONG WALL 4X POST PER PLANS SEE PLAN TRS08 2X BLCK TOE NAIL TO TRUSS VE o TRUSS BOTTOM SCREW TO"�I@ SHEAR PANEL SEE PLAN ---2XL CALIF FRAMING ' PER MFCIPI Hr,! !T ISSUANCE FOR TYP, WALL MARK A35rFt VOC CHORD WITH CONT PLATE S(:()T I r ALF KAS & ASSUCIAT INC. AND BLCK'G AT 2 -1 48' S!IMP STCT 2X4 TOP PL -ILD LOW ROOF B ANCHOR BOLTS M1I�._2DATE - EN a 24° a 48' OC 2X4 TOP PL TOENAILS EN Ia t t a�r�eviewed fora heren e t th ANCHOR BOLTS SEE IL" PL YWOOC EA END a n11C (]bt'LAN&..QRa61�Eordinance. thorn ti n SEE °LAN FOR TYP b LDm12. OC d SEE PLAN I t e i 10,11 Ic I A35 c2i PLA?ES 12, i3 14° STAG TYP Im � SEE SCHEDULE 2X STUDS 14 1V PAR TRUSS CHORD LOAD ROOF BEFORE A35 INSTALLED EN L_ PJYWD EN ROOF_ SHEATH' h reby granted to issue a U mg erml p 9 & SPACING MIN. 2 a qwoval by all applicable City agencies T sq�prHW)764? of a Pe mit b on c)rovaspt �IEeANt con d to SIMPSON HOLDOWN r �nrt r, A Off of the a I giv I SEE PLAN FOR AMOUNT ROOF r1F,s �r �� inance No permit pr ume giv TRUSS PER volinfity to violate or cancel the pr ision su AND LOCATION MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } I — � StiEAR A35(FE. N. MARK /OC ROOF SHEATHING BLCK G R52502 BL ALONG BLCK'G 2X4 FINGERS 8 24' ROOF BREAK SEE NOTE AT 24" O/C V IL.. - 10.11 2 -100 TOE EN EN �- 12. 13 9' 1 EN NAILS — — - - -- ti \ RCOF SHEATH'G TYP GIRDER y � 14 L" RODE TRUSS o CONT BLCrC'G -Russ _ -_ _ 2X CONT PER PLANS MFG TRU55 BLCK'G 24 < 2X4 CORTTHAB 8N- WHEN 21 C 'ACE LT 15 W/ 161) ROOF SHEATH'G @ 6 , O/C SHEAR PANEL _ SHEAR TRUSS 2X BLCK' SEE PLAN FOR LOAD A35 AT Voc A35F PER SCHECULE �PE TRUSS I II �--- IN. L— 161) ® 6" 0/C -� 2X4 BLCK G W/ 2 -ILD TOE NAILS - - S;MPSON H5, TOP PL TO BLCK G SEE /�� EA ENE - SHEAR PER PLANS TO BOTTOM ROOF TRUSSES - 2 -'LC PLAN �/ X WALL 2X4 BRACE AT 48" OC OF•GNHSAR TRTR5, OR TO ROOF LAP t $PIKE BLCK'G W/ 3 -ICtD U.,5 IS NOT PRESENT EA END 18 10 02 -3 -ILD EA BICE FSI�04 MIN FLUSH BEAM PER PLAN — FLUSH BEAM PER PLAN e -140 MIN i — STRAP FLOOR JST FLGOR JST II! POST I TYP SHEAR PANEL.- 2X4 PIRAME COVERED SHEAR STRAP TOP PLATES TOP PLATES I IU/ 210 SHEAR MATERAL CONT BETWEEN PER PLAN; SIMPSON ST6236 — BLCK BM AT PL TRUSSES WALL DAPHRAGM - LT EM PER PLANS MPG TRUSS A35 BLCK TO �y BM E TOP PL -or — STUD BELOLL SPLICE • I� �^ FLOOR 21- 4' -O" MIN STRAP REVISED LT POST NOTES LOAD CSIL I650 a 14" 2X4 -- MSTC40 1845 it 1.5' 2 -2X4 NAIL STUDS TOGETHER M5TC52 29039 15.5" 2 -2X4 W/ ILD AT 4" OC MSTCL1- 4330 8 22.5" 2 -2X4 TYP AT MULTI STUDS MSTC18 5035 s 28.5. 2 -2X4 NA)L ANC VE'A�L rr K MFG RE001REMEN'S SIMPSON STRAPS I STRAP X - STUDS TOP 2 X PLATES LT J I - -tt0 PER SWEAR SLICK POST / POS` 5-111D INTO MPG TRUSS STUD BELOW SPLICE 3 - 23 15 11 e 48„ OC RJ55 E30-,--OM r ;vim CHORD ROOF SHEATHING — -- - 2X4 TOP PL CJr;T. HEADER E. N. EN SHEAR TRUSS, EN 2X4 TOP PL HEADER PERP TRU55 'CHORD / --- S MPSON S'RAP 4X POST SIMPSON STRONG WALL 4X POST PER PLANS SEE PLAN TRS08 2X BLCK TOE NAIL TO TRUSS VE o TRUSS BOTTOM SCREW TO"�I@ SHEAR PANEL SEE PLAN ---2XL CALIF FRAMING ' PER MFCIPI Hr,! !T ISSUANCE FOR TYP, WALL MARK A35rFt VOC CHORD WITH CONT PLATE S(:()T I r ALF KAS & ASSUCIAT INC. AND BLCK'G AT 2 -1 48' S!IMP STCT 2X4 TOP PL -ILD LOW ROOF B ANCHOR BOLTS M1I�._2DATE - EN a 24° a 48' OC 2X4 TOP PL TOENAILS EN Ia t t a�r�eviewed fora heren e t th ANCHOR BOLTS SEE IL" PL YWOOC EA END a n11C (]bt'LAN&..QRa61�Eordinance. thorn ti n SEE °LAN FOR TYP b LDm12. OC d SEE PLAN I t e i 10,11 Ic I A35 c2i PLA?ES 12, i3 14° STAG TYP Im � SEE SCHEDULE 2X STUDS 14 1V PAR TRUSS CHORD LOAD ROOF BEFORE A35 INSTALLED EN L_ PJYWD EN ROOF_ SHEATH' h reby granted to issue a U mg erml p 9 & SPACING MIN. 2 a qwoval by all applicable City agencies T sq�prHW)764? of a Pe mit b on c)rovaspt �IEeANt con d to SIMPSON HOLDOWN r �nrt r, A Off of the a I giv I SEE PLAN FOR AMOUNT ROOF r1F,s �r �� inance No permit pr ume giv TRUSS PER volinfity to violate or cancel the pr ision su AND LOCATION MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } 18 10 02 -3 -ILD EA BICE FSI�04 MIN FLUSH BEAM PER PLAN — FLUSH BEAM PER PLAN e -140 MIN i — STRAP FLOOR JST FLGOR JST II! POST I TYP SHEAR PANEL.- 2X4 PIRAME COVERED SHEAR STRAP TOP PLATES TOP PLATES I IU/ 210 SHEAR MATERAL CONT BETWEEN PER PLAN; SIMPSON ST6236 — BLCK BM AT PL TRUSSES WALL DAPHRAGM - LT EM PER PLANS MPG TRUSS A35 BLCK TO �y BM E TOP PL -or — STUD BELOLL SPLICE • I� �^ FLOOR 21- 4' -O" MIN STRAP REVISED LT POST NOTES LOAD CSIL I650 a 14" 2X4 -- MSTC40 1845 it 1.5' 2 -2X4 NAIL STUDS TOGETHER M5TC52 29039 15.5" 2 -2X4 W/ ILD AT 4" OC MSTCL1- 4330 8 22.5" 2 -2X4 TYP AT MULTI STUDS MSTC18 5035 s 28.5. 2 -2X4 NA)L ANC VE'A�L rr K MFG RE001REMEN'S SIMPSON STRAPS I STRAP X - STUDS TOP 2 X PLATES LT J I - -tt0 PER SWEAR SLICK POST / POS` 5-111D INTO MPG TRUSS STUD BELOW SPLICE 3 - 23 15 11 e 48„ OC RJ55 E30-,--OM r ;vim CHORD ROOF SHEATHING — -- - 2X4 TOP PL CJr;T. HEADER E. N. EN SHEAR TRUSS, EN 2X4 TOP PL HEADER PERP TRU55 'CHORD / --- S MPSON S'RAP 4X POST SIMPSON STRONG WALL 4X POST PER PLANS SEE PLAN TRS08 2X BLCK TOE NAIL TO TRUSS VE o TRUSS BOTTOM SCREW TO"�I@ SHEAR PANEL SEE PLAN ---2XL CALIF FRAMING ' PER MFCIPI Hr,! !T ISSUANCE FOR TYP, WALL MARK A35rFt VOC CHORD WITH CONT PLATE S(:()T I r ALF KAS & ASSUCIAT INC. AND BLCK'G AT 2 -1 48' S!IMP STCT 2X4 TOP PL -ILD LOW ROOF B ANCHOR BOLTS M1I�._2DATE - EN a 24° a 48' OC 2X4 TOP PL TOENAILS EN Ia t t a�r�eviewed fora heren e t th ANCHOR BOLTS SEE IL" PL YWOOC EA END a n11C (]bt'LAN&..QRa61�Eordinance. thorn ti n SEE °LAN FOR TYP b LDm12. OC d SEE PLAN I t e i 10,11 Ic I A35 c2i PLA?ES 12, i3 14° STAG TYP Im � SEE SCHEDULE 2X STUDS 14 1V PAR TRUSS CHORD LOAD ROOF BEFORE A35 INSTALLED EN L_ PJYWD EN ROOF_ SHEATH' h reby granted to issue a U mg erml p 9 & SPACING MIN. 2 a qwoval by all applicable City agencies T sq�prHW)764? of a Pe mit b on c)rovaspt �IEeANt con d to SIMPSON HOLDOWN r �nrt r, A Off of the a I giv I SEE PLAN FOR AMOUNT ROOF r1F,s �r �� inance No permit pr ume giv TRUSS PER volinfity to violate or cancel the pr ision su AND LOCATION MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } NA)L ANC VE'A�L rr K MFG RE001REMEN'S SIMPSON STRAPS I STRAP X - STUDS TOP 2 X PLATES LT J I - -tt0 PER SWEAR SLICK POST / POS` 5-111D INTO MPG TRUSS STUD BELOW SPLICE 3 - 23 15 11 e 48„ OC RJ55 E30-,--OM r ;vim CHORD ROOF SHEATHING — -- - 2X4 TOP PL CJr;T. HEADER E. N. EN SHEAR TRUSS, EN 2X4 TOP PL HEADER PERP TRU55 'CHORD / --- S MPSON S'RAP 4X POST SIMPSON STRONG WALL 4X POST PER PLANS SEE PLAN TRS08 2X BLCK TOE NAIL TO TRUSS VE o TRUSS BOTTOM SCREW TO"�I@ SHEAR PANEL SEE PLAN ---2XL CALIF FRAMING ' PER MFCIPI Hr,! !T ISSUANCE FOR TYP, WALL MARK A35rFt VOC CHORD WITH CONT PLATE S(:()T I r ALF KAS & ASSUCIAT INC. AND BLCK'G AT 2 -1 48' S!IMP STCT 2X4 TOP PL -ILD LOW ROOF B ANCHOR BOLTS M1I�._2DATE - EN a 24° a 48' OC 2X4 TOP PL TOENAILS EN Ia t t a�r�eviewed fora heren e t th ANCHOR BOLTS SEE IL" PL YWOOC EA END a n11C (]bt'LAN&..QRa61�Eordinance. thorn ti n SEE °LAN FOR TYP b LDm12. OC d SEE PLAN I t e i 10,11 Ic I A35 c2i PLA?ES 12, i3 14° STAG TYP Im � SEE SCHEDULE 2X STUDS 14 1V PAR TRUSS CHORD LOAD ROOF BEFORE A35 INSTALLED EN L_ PJYWD EN ROOF_ SHEATH' h reby granted to issue a U mg erml p 9 & SPACING MIN. 2 a qwoval by all applicable City agencies T sq�prHW)764? of a Pe mit b on c)rovaspt �IEeANt con d to SIMPSON HOLDOWN r �nrt r, A Off of the a I giv I SEE PLAN FOR AMOUNT ROOF r1F,s �r �� inance No permit pr ume giv TRUSS PER volinfity to violate or cancel the pr ision su AND LOCATION MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } h reby granted to issue a U mg erml p 9 & SPACING MIN. 2 a qwoval by all applicable City agencies T sq�prHW)764? of a Pe mit b on c)rovaspt �IEeANt con d to SIMPSON HOLDOWN r �nrt r, A Off of the a I giv I SEE PLAN FOR AMOUNT ROOF r1F,s �r �� inance No permit pr ume giv TRUSS PER volinfity to violate or cancel the pr ision su AND LOCATION MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } MFG shad ho val d NOTE: PROVIDE MULTI -STUD I POST PER PLANS 'w lb eU 24 20 16 12 081111111111111 04 REVISION DATE 13Y 2 -14 -03 i 3 -20 -03 gad 3 -31 -03 SJS DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } DRAWN SJS CHECKED SJ3 DATE 11-1 -02 SCALE AS NOTED JOB NO. met SHEET S D 2, } r E CONT BLCK'G W /ILD AT 4' O'' DECK J5T HANGER MFG TO E RIM JST ^X STUDS X SILL PL EE PLAN FOR AILING ONT RIM JOIST FG JST IMPSON A35 IM JOIST OT OP PLATE T 12' OC ALL HEACER ER PLANS HEAR WALL DER PLANS PAN PAST FLOOR JOIST X STJDS AT ifil O/C 2X STUDS SHEAR 2 -' FULL HT E CONT BLCK'G W /ILD AT 4' O'' DECK J5T HANGER MFG TO E RIM JST ^X STUDS X SILL PL EE PLAN FOR AILING ONT RIM JOIST FG JST IMPSON A35 IM JOIST OT OP PLATE T 12' OC ALL HEACER ER PLANS HEAR WALL DER PLANS PAN PAST FLOOR JOIST X STJDS AT ifil O/C 2X STUDS SHEAR 2 -' FULL HT S.P.N. SEE PLAN 9 BN 10.11 IL 12. 13 °' 14 L' NAILED W/ 1LD AT L" OC. STRAP :S NOT TJI TRUSS RIM JST Irk-- - OR BLCK'G 1F JST 1 TURNED 90 DEC it 5T12 '-5 DRAiPtiG fS A%'NSTRU -*-%T Of SVQV1C! AND THE PR'OPIRT♦ O► F5310 �I 16D AT 3" OC FROM CHORD TO TOP PL OF WALE SHEAR PANEL SEE EN PLAN U. ` BEAM FS14010 51015751... FS1910 2X STUDS 2X SILL PL SEE PLAN FOR NAILING TJI JST OR CONT BLCK'G 16D AT 3" OC FROM BOTTOM CHORD OF TRUSS TO WALL TOP PLATES WALL HEADER PER PLANS SHEAR WALL PER PLANS SPAN PAST FLOOR JOIST 2X STUDS AT 16" 0/C E. N. FS1909 2X STUDS 2X SILL PL SEE PLAN FOR NAILING TJI JST OR CONT BLCK'G 16D AT 3" OC FROM BOTTOM CHORD OF TRUSS TO WALL TOP PLATES WALL HEADER PER PLANS SHEAR WALL.PER PLANS SPAN PAST FLOOR JOIST 2X STUDS AT 16" C/C Iry C TC � ` FLOOR t DECK JOIST AT WALL JOIST CONT OVER WALLS JOIST AT EXTERIOR WALLS :uno 21 05 01 FS- I'- /L 22 Imo' 18 19 SEAM OR T SIMPSON S UNO TOP PL. MULT STU_ SEE PLAN USE MSTI 37 AT TJI'S 15 IL L 10 FS°OL TRUSS VERT WEB WHERE OCCUR 2X CONT BLCK'G 14D AT L" OC NAILING TRUSS BOTTOM CHORD 2k BL.CK G W/ 3 -I1.0 PER BLKG IALT. USE SIMPSON A35 AT IL' O /C) E.N. HDR WHERE OCCUR SHEAR WALL SEE PLAN 2X STUDS AT IL' O/C 11 SIMPSON ST 11 POST BELOW FULL BEARING 6" S! -SEAR MARK SHEAR 2 -' FULL HT r- 2 -BAY5 BLCK t EN EN 2X4 WALL F 9 2 -2X4 CONT 10.11 IL 12. 13 °' 14 L' NAILED W/ 1LD AT L" OC. STRAP :S NOT F BLCK'G TSIMPSON 2X4 PLATE REQUIRED F— F55 L W/ SPN 5T12 '-5 DRAiPtiG fS A%'NSTRU -*-%T Of SVQV1C! AND THE PR'OPIRT♦ O► F5310 SHEAR ""FARM AND S►Ull MOT OR LOW UNLE" PROPiR;T SIALIC AND APPROVRO PUBLICATION Or 'Mb ORAWW by ANT MI•NOO N 04OLI it EQ ---- ,�— EQ -- or MST 8-40" A CONTRACTORS NA19 APPEARS ON TMt OR.AiBW, ALL 0" TRUSS —SIMPSON A35N EA SIDE DIAPHRAGM EN U. ` BEAM MFG TRU55 PLANS �51MPSON �-JC EA SIDE BEAM PER O Uj Ln PLANS n OVI 140 AT :�J.�� O Uo�L;+ rn N x 61 OC JNO I TOP t BOT � CHORD _ W O 19 SEAM OR T SIMPSON S UNO TOP PL. MULT STU_ SEE PLAN USE MSTI 37 AT TJI'S 15 IL L 10 FS°OL TRUSS VERT WEB WHERE OCCUR 2X CONT BLCK'G 14D AT L" OC NAILING TRUSS BOTTOM CHORD 2k BL.CK G W/ 3 -I1.0 PER BLKG IALT. USE SIMPSON A35 AT IL' O /C) E.N. HDR WHERE OCCUR SHEAR WALL SEE PLAN 2X STUDS AT IL' O/C 11 SIMPSON ST 11 POST BELOW FULL BEARING 6" S! -SEAR MARK A35'F) - /Oc 2 -' 48 e 24' 9 IL' 10.11 IL 12. 13 °' 14 L' 0 WALL W/ SHEAR PER PLANS CONT BLCK G AT TRU55 TOENAIL CONT BLCK'G 1112 -I4D W/ EN CONT BLCK'G AT TRUSS TOENAIL W/2 —I40 TO STUDS 51M °SON H' < --- WALL PER S EA TRUSS PLANS SIMPSON A35 PER SCHEDULE \\— WALL PER PLANS SHEAR FULL HT PER PLANS 1dQMK%T1Q Fn Fn o MPSON 6224 EAM (SEE PLAN) NPSON CC DST (SEE PLAN) 07 1 os REVISION DATE d ?' U1 M 2 -14 -03 SJ8 3 -20 -03 ,F TOP PLATE IS CONT O/ TOP BEAM t - - - - -- 3 -31 -03 SJS CW G U NAILED W/ 1LD AT L" OC. STRAP :S NOT d) � Sr REQUIRED F— F55 L `�' '-5 DRAiPtiG fS A%'NSTRU -*-%T Of SVQV1C! AND THE PR'OPIRT♦ O► F5310 SMALL W RCSTRtCM0 TO 'N! 00"IAL Wrt PON 1-904 IT *AS ""FARM AND S►Ull MOT OR LOW UNLE" PROPiR;T SIALIC AND APPROVRO PUBLICATION Or 'Mb ORAWW by ANT MI•NOO N 04OLI it EQ ---- ,�— EQ -- or MST 8-40" A CONTRACTORS NA19 APPEARS ON TMt OR.AiBW, ALL 0" SMALL DI CQ'WL O BY 5^0 COMTRACTOR. IXCEPT BY At,RE7"Mr —SIMPSON A35N EA SIDE I R U. ` BEAM PLANS �51MPSON �-JC EA SIDE W O Uj Ln n OVI SIMPSON ST6224 O Uo�L;+ rn N x JNO I EMFGO HDR � 1Uj _ W O L ER I--- I E- TOP PL �� I 'RO'`ED V) HEADER ly � tV i BEAM PE HANGER PER P, -11T ISSUANCE & ASSOCIATES, I J � PLANS SCHEDULE SC ^TT ra7_EK �i O~ MiM �. �U�tv N DATE M STUDS a- JOIST SIZE - SIMP50WIaHA4GE -W' reviewed for adhei 4C ' Ito I Ay ordinance. Auth Lz ,tiorREsPLACE I 0A 14 TJI /PRO 250 ITT. ,. 1 I ,e a building per = Pn'Ir9C i35 — — — — -- - - - - -- - ahhrova y . c City agencies. ' J MULT STUD OR POST The issuance or gr, � nting of a permi Sr .d on be c s r ,ed to SEE PLAN approval of these pl s shall not violation of th , G ,! icable USE MSTI 37 AT TJ1'S r permit or approve a codes or ordnance. ti No permit presumed to give of such authority to violate o cancel the provisions codes shall be valid. 24 20 18 121 08 04 REVISION DATE d ?' U1 M 2 -14 -03 REVISION DATE ISY SJ5 U1 M 2 -14 -03 SJ8 3 -20 -03 5Js 3 -31 -03 SJS CW G U ~- ��f4 to SJ5 U1 M 'd Of 5J5 - r F* 0-1-02 CW G U ~- ��f4 d) � Sr F— ON `�' '-5 DRAiPtiG fS A%'NSTRU -*-%T Of SVQV1C! AND THE PR'OPIRT♦ O► STIWC'60" a"T. 4e OP TFIy DRASWO AND ALL RlPROM6trVN5 SMALL W RCSTRtCM0 TO 'N! 00"IAL Wrt PON 1-904 IT *AS ""FARM AND S►Ull MOT OR LOW UNLE" PROPiR;T SIALIC AND APPROVRO PUBLICATION Or 'Mb ORAWW by ANT MI•NOO N 04OLI OR PART M P4WHft1 p WT4MT 4WTT7'.N Pt'0""0" OP ITjj%XTjWS MST 8-40" A CONTRACTORS NA19 APPEARS ON TMt OR.AiBW, ALL 0" SMALL DI CQ'WL O BY 5^0 COMTRACTOR. IXCEPT BY At,RE7"Mr WTM SAM CONTRACTOR. U. J W O Uj Ln n OVI C-4 O O Uo�L;+ O x =w Z � Q N 1Uj _ W O J � V O Uj Cr v W � tV J � U �i O~ MiM �U�tv DRAWN SJ5 CHECKED 5J5 - DATE F* 0-1-02 f `�' i SCALE AS NOTED JOB NO. - F* $HEFT f t i ABBREVIATIONS GENERAL of it TIMBER > eo�1 Ir z U-W .. WIR5O U -A A THE pRA�I'NC, l3 AN tN5'RlMlN* O+' 5N11''iCt AND TNI PWft*TT Or STNUCTUR" YrST LtW OA TNp DR404L AND ALL R!►RODUCTION• SYMBO_ DESCRIPTION A. THE GENERAL NOTES AND DETAILS SHALL APPLY TO ALL STRUCTURAL WORK A. ALL STRJCTURAL LUMBER SHALL BE DOUGLAS FIR /LARCH 0- '1 CONTRACTOR. GLUL1'1M e AT • EXCEPT WHERE DETAILS OR NOTES ARE SPECIFICALLY SHOWN ON PLANS. N WITH THE FOLLOWING GRADES, UNO: A. GLUED LAMINATED BEAMS SHALL BE 24F- V4(SIMPLE 5PAN),24F- V8(CANT SPAN) AB ANCHOR BOLT tn O O Ln v�u I. STUDS - NO.2. DOUGLAS FIR /LARCH OR BETTER, DOUGLAS FIR PER AITC 110. ULI �zj n ACI AMERICAN CONCRETE INSTITUTE B, ITEMS IN THE PROJECT SPECIFICATIONS, BUT NOT SHOWN ON THE Uj PLATES I BLOCK'G STUD GRADE OR BETTER DOUGLAS F!R /LARCH. Y Q�� ADJ ADJACENT 'DRAWINGS, SHALL BE CONSIDERED AS BEING PART OF THE DRAWINGS. O 2. JOIST /RAFTERS :NO. I OR BETTER B. INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS OF ANSI /AITC ALT ALTERNATE 3. 4X: NO. 1 OR BETTER AI°O.I STRUCTURAL GLUED LAMINATED TIMBER. ALUM ALUMINUM C. RESOLVE ALL CONFLICTS AND AMBIGUITIES ON PLANS AND SPECIFICATIONS 4. LX t GRT: NO. 1 APA AMERICAN PLYWOOD ASSOCIATION WITH THE ENGINEER BEFORE PROCEEDING WITH MATERIAL FABRICATION 5. POST /TIMBERS: POST C. EACH GLUED LAMINATED BEAM SHALL BE STAMPED WITH AN AND CONSTRUCTION. 4. CON. DEX: FB =14150 PSI IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE ARCH ARCHITECTURAL 1. BOARDS, STRIPPING: SUITABLE FOR INTENDED USE ASTM AMERICAN SOCIETY FOR D_ T"E STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURE. REFER B. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE TESTING MATERIALS TO ARCHITECTURAL DRAWINGS FOR NON - STRUCTURAL ITEMS. STANDARD GRADING RULE NO_ IL FOR WEST COAST LUMBER. O. SUBMIT CERTIFICATION OF INSPECTION DURING FABRICATION FROM AN BLCKG BLOCKING APPROVED TESTING AGENCY /LABORATORY TO DEVELOPMENT SERVICES BOT BOTTOM E. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE C. ALL TIMBER BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE DEPARTMENT, BUILDING DIVISION FOR ALL GLU- LAMINATED BEAMS AND BM BEAM CONDITIONS BEFORE STARTING WORK. DIMENSIONS SHALL TAKE PRECEDENCE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. LUMBER USED. CERTIFICATE MUST INCLUDE AND SPECIFY THE SIZE, GRADE, BTWN BETWEEN OVER SCALES SHOWN ON DRAWINGS. SPECIES, CAMBER AND STRUCTURAL STRESS PROPERTIES IN PSI, NOTCHES. CANT CANTILEVER D. HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/32 TO 1 /14 INCH HOLES, TAPERS OR ANY STRUCTURAL STRESS CHARACTERISTICS OR CIP CAST IN PLACE F, T D BUILDING DEPARTMENT MENT APPROVAL DOES NOT SUPERSEDE ANY PLAN AN THE LARGER THAN � HE NOMINAL BOLT DIAMETER. PER UBC. CJ CONTROL /CONSTRUCTION JOINT SPECIFICATION REQUIREMENT. E. ALL GLU -LAM BEAMS AND ALL STRUCTURAL WOOD MEMBERS SHALL NOT BE CL CENTERLINE E. ALL BOLTS SHALL BE RE- TIGHTENED PRIOR TO APPLICATION OF NOTCHED, DRILLED, TAPERED DAPPED, OR CUT IN ANY WAY EXCEPT AS SHOWN CLR CLEAR G. SEE ARCHITECTURAL. ELECTRICAL AND MECHANICAL PLANS FOR PITS. PLYWOOD. PLASTER, ETC. ON THE DRAWINGS. ALL CUTS (EXCEPT FOR ENDS LEFT JJILD) SHOWN ON THE COL COLUMN TRENCHES, ROOF AND FLOOR OPENINGS, DEPRESSIONS ETC. NOT SHOWN DRAWINGS SHALL BE FACTORY MACE AND NOT CUT IN THE FIELD. IF THE CONIC CONCRETE ON THE STRUCTURAL PLANS . F. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS CONTRACTOR NEEDS TO MAKE ANY ADDITIONAL FIELD CUTS HE MUST GET 0FROM THE ENGINEER IN WRITTING, WITH CALCULA FOR COND CONN CONDITION CONNECTION SPECIFICALLY NOTED OR DETAILED. .IONS JUSTIFICATION. H. NO VIBRATION EFFECTS OF EQUIPMENT HAVE BEEN CONSIDERED IN THE COAST CON5TRUCTICN STRUCTURAL DESIGN. G. CROSS BRICGING SHALL BE PROVIDED AT 8 FEET MAXIMUM ON CENTER DESIGN- BUILD ITEMS AND REQUIREMENTS CONT CONTINUOUS DET DETAIL FOR ALL ROOF AND FLOOR JOIST OVER 10' IN DEPTH. USE 2X3. I. TEMPORARY SUPPORT, BRACING, SHORING ETC. REQUIREMENTS OF THE SOLID BLOCKING OR AN ICBO APPROVED METAL BRIDGING. A. TF-E CGENERA- CONTRACTOR SHALL SUBMIT PLAN-S. DETAILS ARC CIA DIAMETER STRUCTURE AND STABILITY OF THE STRUCTURE PRIOR TO THE CALCULATION FOR ALL DESIGN -BUILD ITEMS. TO THE BUILDING DEPARTMENT. OF OL DOUGLAS FIR DEAD LOAD APPLICATION OF THE ROOF, FLOOR AND SHEAR WALL DIAPHRAG15 IS H. STRUCTURAL PLYWOOD SHALL BE: THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO DEG DEGREE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR AND ROOF: USE 1/2" APA RATED SHEATHING, EXP.I,T ! G, PS 1 -83, CONSTRUCTION. OBL DOUBLE SUBCONTRACTORS AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. PI 24/0, W/ SO NAILS AT C' O/C BOUNDARY AND B. THE PLANS, DETAILS AND CALCULATIONS AS NECESSARY FOR DESIGN -BUILD DIM DIMEN51ON EDGES. 12° O/C FIELD. ITEMS, SHALL BE SIGNED BY A CIVIL OR STRUCTURAL ENGINEER, HOLDING A DWG DRAWING FLOOR: USE 3/4" APA RATED STUDD-I-FLOOR,T I G., PS 1 -83, VALID LICENSE IN THE STATE OF CALIFORNIA. HE SHALL BE RE50ONSIBLE FOR MWT MANUF D WOOD TRUSS(ES) PI 48/24, W/ IOD NAILS AT 4" O/C BOUNDARY AND ANY REQUIREMENTS OF THE BUILDING DEPARTMENT. EA EACH CODE EDGES, 10" O/C FIELD. C. DESIGN-BUILD ITEMS SHALL BE DESIGNED BY OTHERS THE GENERAL EF EACH FACE SHEAR: USE 3/8" APA RATED SHEATHING. EXP.I, CONTRACTOR SHALL COORCINATE WITH OTHER TRADES AND ARCHITECT: EL ELEVATION A. PROJECT IS DESIGNED IN ACCORDANCE WITH THE lQg1 UNIFORM PS 1 -83, 01 24/0. W/ NAILS PER SHEAR SCHEDULE. EQ EQUAL BUILDING CODE. TYP NAILING UNO ON PLANS, SEE FRMG FOR DIAPHRAGM BLCKG REQ'D. ES EACH SIDE 05B SHEATHING MAY BE USED, SUBMITTED SPECS PRIOR TO CONSTRUCTION. D. THE EW EACH WAY B. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE !q°1 I. ALL BOLT BEARING ON TIMBER SHALL HAVE STANDARD CUT WASHERS ANY STRUCTURE THAT IS NOT SHOWN ON STRUCTURAL DRAWINGS. BUT IS EN EDGE NAIL UBC, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY UNDER HEAD AND NUT, UNO. REQUIRED BY OTHER DISCIPLINES SUCH AS ARCHITECTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE, ETC... EOS EX ECGE OF SLAB EXISTING OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF FON FOUNDATION CALIF DIVISION OF INDUSTRIAL SAFETY. AND THOSE COCE5 AND J• ALL STEEL TIMBER CONNECTORS SHALL BE SIMPSON OR EQ PER ICBO REPORT. FIN FIN15H 57ANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. FLR FLOOR K. ALL NAILING SHALL BE PER lq 01 UBC. CONNECTIONS NAILINGfl) FO FACE OF DESIGN CRITERIA L. ALL EXTERIOR WALLS SHALL BE SECURED WITH A MINIMUM OF 5/8' 1. FOIST TO SILL OR GIRDER. TOENAIL 3 -eC FT FEET FTG FOOTING DIAMETER ANCHOR BOLTS 12" O/C AND 7' MAX FROM WALL ENDS. 2. BRIDGING TO JOIST, TOENAIL EACH ENO 2-81) JST JO!5T INTERIOR NON- BEARING, NON -SHEAR WALLS MAY BE SECURED WITH 3. I "XL' SUBFLOOR TO EACH JOIST FACE NAIL 2 -8G HOR HEADER A. DESIGN VERTICAL LOADS I"! UBC: SHOT PINS PER MANUFACTURERS SPECIFICATIONS AT 48" O/C MAXIMUM 4. WIDER THAN rxL' "r-LOOR SUSFLOOR TO EACH JOIST, FACE NAIL 3 -8D G L B GLULAM BEAM 1. ROOF: DEAD LOAD = 20 PSF. SPACING. 5 2" 5UBFLOOR TO JOIST OR GIRDER. 9LIND 4 'ACE NAIL 2 -I4D HOR HT HORIZONTAL HEIGHT LIVE LOAD = 16 PSF M. ALL SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR AND G. SOLE PLATE TO JOIST OR BLOCKING. FACE NAIL ILO AT IL' OC K KING 2. FLOOR: DEAD LOAD = 15 PSF ARCHITECT PRIOR TO SUBMITTAL TO ENGINEER FOR APPROVAL. SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS 3 -ILO PER IL' LL LIVE LOAD LIVE LOAD = 40 PSF LT LENGTH B• N. ALL STEEL HOLDOWNS AND STRAPS SHALL BE FASTENED WITH 4X4 1 TOP PLATE TO STUD. END NAIL 2 -6D LONG'L LONGITUCINAL DESIGN LATERAL LOADS Iq °1 UBC , . P057 UNO e STUD TO SOLE PLATE 4 -80, TOENAIL OR 2 -I4O. END NAIL MANUF'D MANUFCTURED 1. WIND: 1 0 MPH, EXPOSURE C, IMPORTANCE 1.0. 1R. DOUBLE STUDS, FACE NAIL 14D AT 24 OC MAX MAXIMUM 2. SEISMIC: ZONE 4, IMPORTANCE FACTOR 1.0. O. ALL WALLS ON WOOD FLOORS SHALL BE SUPPORTEC BY BEAM, MULT- 10. DOUBLE TOP PLATES. FACE NAIL ILO AT IL' OC MECH MECHANICAL JOIST OR SOLID BLOCKING. DOUBLE TOP PLATES. LAP SPLICE 8 -I4D MIN MINIMUM 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 -eD MULT MULTIPLE SOIL AND FOUNDATION P. ALL ISOLATED POST AND BEAMS SHALL HAVE METAL CAPS AND BASES. 12. RIM JOIST TO TOP PLATE. TOENAIL 80 AT L' OC NTS NOT TO SCALE 13. TOP PLATE. LAPS AND INTER5ECTION, FACE NAIL 2 -14D NO (4) NUMBER IINIII, Q. ALL BEAMS SHALL HAVE FJLL BEARING SUPPORT. OC ON CENTER A. TAE FOJNDA? "ION DESI:1'� IS BASED ON -HL GEOTECHN!CAL REPORT R. NON- BEARING. BALLOON FRAMED WALLS: 14. CONTINJOUS HEADER. TWO PIECES ILO AT IL' OC ALONG EA EDGE OPNG OPENING BY: SID GEOTECHNfCAL, INC. 1. (1)2X4 AT IL " O/C 14' -0" MAXIMUM UNSUPPORTED HEIGHT. 15. CEILING JOIST TO PLATE, TOENAIL 3-8D PL PLATE JOB NO: 1058 -01 DATED: SEPTEMBER 13, 2001 2. (1)2X& AT IL' O/C 20' -0' MAXIMUM UNSUPPORTED HEIGHT. IL. CONTINJOUS HEADER TO STUD. TOENAIL 4 -8D PLY PCF PLYWOOD POUNDS PER CUBIC FOOT B. SPREAD FOOTING DESIGN VALUES: 3. ALL STUDS WAL_ 2X9 AT 14" OC, LINO. 4. NAIL MULTIPLE STUDS TOGETHER WITH ILO NAILS AT 24" O /C, 11. CEILING J015T, LAP OVER PARTITIONS. FACE NAIL 3 -ILO PSF POUNDS PER SQUARE INCH I. CONTINUOUS FOOTING: NBLOCKING 18. CEILING J015T TO PARALLEL RAFTERS, FACE NAIL 3 -)LD PSI POUNDS PER SQUARE INCH SOIL BEARING PRESSURES. 1500 PSF OL +LL- SEISMIC /WIND S. FIRE VERTICAL ( HORIZ PER UBC 108.2. 19. RAFTER TO PLATE. TOENAIL 3 -8D PST POST 2. SQUARE FOOTING: T. WHERE TOP PLATES ARE CUT FOR PIPES PROVIDE A METAL TIE MIN 20. 1` BRACE To EACH STUD AND PLATE, FACE NAIL 2 -80 PT RFTR PRESSURE TREATED RAFTER SOIL BEARING PRE55URES: 1500 P5F DL 0.058" THICK AND I -I/2' WIDE SHALL BE FASTENED TO EACH PLATE 71. 1 "X 8' SHEATHING OR LESS TO EACH BEARING. FACE NAIL 2 -8C RT RIGHT ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 4-I4D NAILS, 22. WIDER THAN rX 8' SHEATHING TO EACH BEARING. FACE NAIL 3 -e0 REINF REQ'D REINFORCEMENT REQUIRED C- ALL SITE PREPARATION, EXCAVATION, 3ACKF!LL AND COMPACTION SHALL SIMPSON STRONG -WALL 23. BUILT -UP CORNER STUDS 24. BUILT-UP GIRDER OR BEAM ILO AT 24' OC 200 AT 32 OC AT TOP RR ROOF RAFTER BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. I AND BOTTOM, STAGGEREC 5CHED SCHEDULE A. ALL STRONG -WALL AND PORTAL FRAME INSTALLATIONS SHEATHE. SHEATHING ARE DONE USING THE APPROPRIATE STRONG-WALL 2 -2oD AT ENDS E AT EACH SPLICE S.P.N. SILL PLATE NAILING CONCRETE TEMPLATES AS PROVIDED BY THE SIMPSON STRONG -TIE CO., INC, 25. 2 PLANKS 2 -I40 AT EACH BEARING 5HT SHEET 0.00 B. HOLD-DOWN COUPLER NUTS WITH INSPECTION HOLES SUCH AS THE 24. PLYWD t PARTICLEBOARD (5) 5PC SPACE SPECIFICATIONS A. A. 28 CAYJ, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SIMPSON- STRONG TIE CNW l OR OTHER LISTED PRODUCT ) 15 USED IN THE INSTALLATION. 5U5FLR. ROOF AND WALL 5HEATHINGITO FRAMING) SPECS .. STRENGTH O� 2.500 PSI ;NO SPECAL INSPECTION REQ'D PER 1 °91 UBC). 1/2' OR LESS LD(3) STRUCT STRUCTURAL /STRUCTURE I0/32` - 3/4' eo(4) OR LD(S) STD STANDARD PREFABRICATED TRUSSES � /e' - I' 80 r14 SQ SQUARE 5YMM SYMMETRICAL B. CEMENT SHALL CONFORM TO ASTM C150, TYPE 11, UNO. 10 IOD 14) OR eD r5) (T) TIMBERS WATER CEMENT RATIO PER 19*1 UBC. A. FABRICATED LOOD TRUSSES SHALL BE DESIGNED AND DETAILED FOR COMBINATION 5UBFLR -UNDER LAYMENT(TO FRAMING) THK THICK C. AGGREGATES SHALL CONFORM TO ASTM C33. THE LOADS SHOWN UNDER DESIGN CRITERIA. ANY SPECIAL LOADING 3/4' OR LESS to 16) TOC TOP OF CONCRETE SUCH AS MECHANICAL EQUIPMENT AND ROOF OPENINGS SHOULD BE , /s. - r SD r5) TRANS TRANSVERSE D. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT CONSIDERED IN ADDITION T O THE UNIFORM LOADS GIVEN. I -lis - 1 -v4 too I4)OR 80 cs) TYP TYPICAL MORE THAN THREE PARTS SAND. VERT VERTICAL B. SHOP DRAWING AND CALCULATIONS ON ALL TRUSSES SHALL BE 2T. PANEL SIDINGlTO FRAMING); UBC UNIFORM BUILDING CODE E. ANCHOR BOLTS, DOWELS AND ALL EMBEDDED I -EM5 SHALL BE SECURELY SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER FOR 1/2' OR LESS LD 1L) UNO UNLESS NOTED OTHERWISE TIED IN PLACE PRIOR TO CASTING CONCRETE. APPROVAL PRIOR TO FABRICATION. 5/8• so (L) W/ WITH 28. FISERBOARC SHEATHING41) W/O WITHOUT F. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 C. BLOCKING. HANGERS, BRIDGING AND OTHER ACCESSORIES REQUIRED 1/2• NO.11 GA (8). 6DI4). NO.GA IL GA;•) WWF WELDED WIRE FABRIC DAYS OR BY AN APPROVED CURING COMPOUNC. FOR TRUSS INSTALLATION SHALL BE PROVIDED BY THE TRUSS 25/32' NO.11 GA.18), 8014).N0.I6 GA.;9) WS WELDED STUD MANUFACTURER. 20. INTERIOR PANELING WT WEIGHT G. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS D. LIVE LOAD DEFLECTION = L/340. 1/4• 4D n0) FOR MISCELLANEOUS EMBEDDED ITEMS AND FLOOR DEPRESSIONS, PITS, H t L HIGH AND LOW HEADER ETC, E. TRUSS DEPTH AS SHOWN ON PLANS. 3 /8' 40 11,1) H. SEE ARCHITECTURAL PLANS FOR LOCATION OF HORIZONTAL CONSTRUCTION /CONTROL JOINTS. ETC. FOR CONCRETE SLABS ON GRACE. I. ALL CONCRETE FORMS AND FALSE WORK SHALL REMAIN IN PLACE UNTIL CONCRETE REACHES SPECIFIED STRENGTH. J. HORIZONTAL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE, REMOVE LAITANCE BELOW THE SURFACE AND CLEAN BEFORE PLACEMENT OF ADJACENT CONCRETE. F. ALL GABLE END I RU55ES SHALL HAVE A MIN 200S/F l DRAG LOAD APPLIED. REINFORCING STEEL A. ALL REINFORC \G SHALL BE AS-. M A4'5. GRADE 40 FOR 44 AND SMALLER. ALL REINFORCING SHALL BE ASTM A4i5, GRADE LO FOR 45 AND LARGER. B. WELDED WIRE FABRIC SHALL BE ASTM A185. I1JWF6X4-W(.XW(. LAP 1 --1/2 SPACES, WITH A MINIMUM OF q ". C. BAR LAP AND SPLICES SHALL BE OF 30 BAR DIAMETER OR 2 FEET MINIMUM. D. ALL BARS SHALL BE DEFORMED PER ASTM A305. E. ALL BAR5 SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE, OR OTHER MATERIAL LIKELY TO IMPAIR BOND. F. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY TIED HELD IN PLACE PRIOR TO CASTING CONCRETE. G. UNLE55 OTHERWISE SHOWN ON THE PLANS. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE: I. 3" FOR SURFACES CAST AGAINST EARTH. 2. 2° FOR FORMED SURFACES EXPOSED TO EARTH AND WEATHER. 3. 1 -1/2" FOR ALL OTHER SURFACES. f 11) COMMON OR BOX NAILS MAY BE USED EXCEPT W14ERE OTHFRW<SE STATED. 13) COMMON OR DEFORMED SHANK. r411 COMMON. 15) DEFORMED SHANK 12) NAILS 5PAC OAT L' OC AT EDGES. 12` AT INTERMEDIATE SUPPORTS EXCEPT L' AT ALL SUPPORTS WHERE SPANS ARE 48' OR MORE FOR NAILING OF PLYWOOD FFAPPRONI' -D DIAPHRAGM AND SHEAR WALLS. REFER TO SECTION 7314.3. NAILS FOR WALL5 SHE i1�})RI G1"q 6V,IIANCE connoN. BOX OR CASING. T I ATE KAS R ASSOCIATES, INC. (L) CORROSION- RESISTANT 51DING OR CA51NG NAILS CONFORM NG TO REQUIEMENTS OF SECTION 2514(J)I. 11) FASTENERS SPACED 3` OC AT EXTERIOR EDGES AND L' OC ATYrER`tE ^IAT su*+'a+t"r- DATE I - ,, ir. viewed for adherence to the 18) CORROSION - RESISTANT ROOFING NAILS WITH 1 /IL' DIAMETER HEAP.,A%lo f t1�7`; -4 t1Ci,N?I,�1QI�,rdinance. Authorization is 1/2' SHEATHING AND 1 -3/4' LENGTH FOR 25/32' SHEATHING CON"MtNG(Tr0"THII! io issue a building permit pending 1: -1-11 h all applicable City agencies. REQUIREMENTS OF SECTIOk 264410. y. pp y g 10) CORROSION- RESISTANT STAPLES WITH 1/14' CROWN AND 1 -1/8' LEkGHT, FgP�,V ?'e or q r a n t i n g of a permit based on SHEATHING AND 1 -1/2" LENGTH FOR 25/32' 5HEAT14ING CON'FORMINQG TD VHE} these plans shall not be construed to REQUIREMENTS OF 5ECT'ON 2"(01, arnrove any violation of the applicable rI- ordin, nce No r ,(gP� to give (10) PANEL SUPPORTS AT I6'. CA51MG OR FINISH NAILS SPACED L' ON PANS;i ,F.DCiES „j ",�To�1�Fat t� vI�'tli.of such (11) PANEL SUPPORTS AT 24'. CASING OR FINISH NAIL5 SPACED L° 04 866L -S.A�riAT INTERMEDIATE SUPPORTS. Cif ' REVISION DATE I BY 2-14 -03 1 SJS 3 -20 -03 1 SJS 3 -31 -03 1 SJS d) NU of it "r > eo�1 Ir z U-W .. WIR5O U -A THE pRA�I'NC, l3 AN tN5'RlMlN* O+' 5N11''iCt AND TNI PWft*TT Or STNUCTUR" YrST LtW OA TNp DR404L AND ALL R!►RODUCTION• BALL Y! Wj TAICTED TO TWE ORICAMAL *r! ►OR WOCN IT W •R!r'ARED Alp WALL %or to mwo UNLl3! PRO►•RLY •UAL@D AND APOWOVED OUDLICATION OF rH1• DeA wc, 9T ANY htrNOD M M •OLN OR PART y PWOWWTED YTHMT M/TT•N R MON Or •TTIUCTUM W5T. OW" A CONMACTOWS NARE A ^DEARS ON THE DRAYNirs ALL YORK WALLY COTLETft SY SAID CONTRACTOR excr T YT &Wwr"RLIT 0- '1 CONTRACTOR. • _W N z� 73 W O Cr UjLn tn O O Ln v�u � ULI �zj n W W jr W O Cr Uj Z W Y Q�� V- O U DRAWN 515 CHECKED 5J5 DATE II -1 -02 SCALE AS NOTE} - JOB NO. 118E SHEET ;ORE (1& W -- [�4G 1 N5 . - .. - �, ii .y. +@ . , :: .. „ . .. - /. N i :: 1 .. r. ... w. .r. ,... w• y.. •.•. -Y -. ... ..: .a . - .. n yy .. .. :, a. - 2" t =f ,. v. ii .. ,- +ems -r. ,. .. a ^.< -, 1r. ,a _ _ .. r i . r �. xw ,.♦ k 1fi L , .- n r t :. 3 . , a' t .t I , 4 to . ,. .: , - .. t ;_ -.. ,. .. � i f , '` ,.. � ::, a. is t, ii. : I:' ., I v!` f ,:,. ,, ,tom. , r , i t. :s a NOTES. NOTE: GENERAL NOTES 1. POST TENSIONED ROD. 6. /4 REI ORCINNG WITH 6` HOOK 7. END OR CORNER OF WALL MAY START 11. PROTO II WALL 15. RUN HORIZONTAL JOINT REINFORONG •SEE 8' ROD VARIANCE SPEC AT NOTES PROTO 11 FENCE WALL SCHEDULE , -- CALIFORNIA 2. END OF WALL INTO FOOTING BELOW. FILL WITH WITH /4 VERTICAL REBAR, GROUT SOLID 12. 1$' MASONRY PIER WITH 4 #4 VERTICAL THROUGH PIER STOP AT FACE OF NO. 5 AT BOTTOM OF WALL SCHEDLILL i. THE PROTO-11 WALL IS DESIGNED FOR WIND N� SEi5�l�1!C FORGES AS REOWRED AND APPROVED E�pt�T 10�! OF WIND ND LOAD DESIGNATIONS: WIND ND VER5115 SEISMIC 9i�! G LOADING: 3. RODS AT 12` EITHER SIDE OF A GROUT OR 8' HIGH LIFTS OF MORTAR. THEN SPACE FIRST POST TENSION AND 1 /2 TIE AT TOP OF PIER. PIER AT CONTRACTOR'S OPTION. 8' vAF ANCE APPLIES TO Kt RODS BY THE LoGAL JURiStiiGTION. SEE ScHEtxxES FOR EXPC15lJREi WIND FtX S, POST TENS1CPiED - _-. �-_. LOAD _.._..___�__._.____ R H..____ I - __.._ __ __ CONTROL JOINT OR END OF WALL. 6A POST TENSIONED ROD SPACING PER ROD PER SCHEDULE. REBAR MAY 13. 12' SQUARE MASONRY PIER WITH 16. ALL VERTICAL MASONRY PIER REINFORCING EXGHT'�` THOSE AT CONTROL JOINTS ROD SPACING FOOTING SIZES, ETC. CONTRACTOR iS RESPONSIBLE TO VERIF -Y REQUIREMENTS I. WIND lOd1DS OONERN OVER SEISMIC IN 4. NOT USED. SCHEDULE BUT NOT TO EXCEED SUBSTITUTE FOR P.T ROD AT CORNER 1 #.5 VERTICAL SHALL HAVE 6' HOOKS AT BOTTOM WITH BUILDING DEPARTMENT AND OrMNER. ALL WORK IS TG B€ PERFOR►kIED IV AC)CORDANGE WITH MIND LOADS ARE CALCULATED AS FOLLONS: 2 OVER 3 LOCATIONS. INs. AND END OF WALL. ALL SF i SM I C � 1. 5. NOT USED. 4' -8' ON EITHER SIDE OF THE OR END OF WALL 14.' LINE OF FOOTING BELOW. F00T1NG AT AND EXTEND A MINIMUM OF 8' THE APPROVED SITE PLAN SOILS REPORT AND/OR APPLICABLE CODE REQUIREMENTS. P Ct x CQ x qs x 4 � _ Y 2. FOR SEISMIC ZW 4, THE SCHMES BELOW 1 CONTROL. JOINT OR END OF WALL LT. NOT USED. 0 II 2, THESE DESIGNS ARE NOT TO BE USED F TN - p WIND FORCE IN POUNDS PER SOUARE FODT PSF) .' PROTO WALL PER PLANS AND INTO FOOTIt� OR RE NING EARTH LEVEL BACKFal ABOVE 1 4 FOR HN BEEN 1Ft F ( )t VE ttK1D ED OR SEISMIC FORCES AT CONTRACTORS OPTION. TFE WALL 4` PROTO -II, r -0' FOR 6' PROTO-a, AND 2' -8' FOR 8' PROTO--n AS MEASURED FROM LOW C+ •� EXPOSURE fACTOR, SEE U.B.C. TABLE 1 9. NOT USED. SCHEDULES FOOTING AT PIER SHALL 1- .; EXPANSION JOINT MAY 00" AT C r PRESSURE ODEFFICIE14T FOR - I STftUCTUtE SEE U.B.C. TABLE 16H FOR 10, NOT USED. BE 1? THICK AND 4 WIDER ALL SURCHARGES WITHIN a -0' OF WALL ARE ALLOWED. SEE DETAIL 1Q THOU Ca . 1.3) ( WALL ELEMENTS PRIMARY SYSTEM SOIL TO HIGH SOIL. NO 2 THE FACE OF THE 4. SPECIFIED 3. FOOTINGS TO BE LEVEL_ IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP AROUND THE PIER. N GENERAL NOTE 14 XCA 4: - MILD AGNATION PKSSURE, SEE U.B.C. TABLE IIF All. EXCAVATIONS S SHOULD AND I - IIIPORUNCE FACTOR PER U.B.C. TABLE 16k (FOR FENCES I - 1.0 SHOULD PROPER HEIGHT TO FIT BLOCK TYPE USED ON 8E CLEAN ) (1 (6 CONTNN N10 LOOSE EARTH OR FORGEIGN MATTER I. . I TH qs fi iwPrH E EXP06tNtE ERS T pE X06 x.3 x•( 75 x 12.6) x 1 0.13.8 PSfw I 4. SOIL SHALL BE COMPACTED FOOT AND A LATERAL CAPACITY OF 200 PW" PER SWAM FWT PION Of ,a { ,, TH - SEE aoNDrrloNs _ 14'-0' 1.016x1 SECTION i.6x) 1.0. 17.4 P! SOIL SHALL BE WELL 11 _ DaAlr+En FOR FOOTINGS AND FOUNDA oEP CONTRACTOR 1'0 VERIFY SCI. PER SODS REPORT • . : :. S I ,I I � � S ABOVE P GA OR JURISDICTION). SHALL BE A MIN. OF 48 HOURS OLD PRIOR TO FINAL 1N L . "I : Ta) � � . � r4 , ENI g 6 , , .' 1 . , : _ FOR �5 REBAR� {) �) y r - - - - �, rj15 Z FTG REBAR 40 BAR CIA.: CLAP • 20' FOR p REBAR 25 1. 1 (1 Q : LJ1P HIORi . - A RETURN CONDiTf�7N 7. CONCRETE MASONRY UNITS SHALL COMPLY WITH AM C -90 AND 8E 2.000 PSI MIN. (F'M DESIGN END OF WALL � - -- ., _. _.. r. _ _ : � CRITERIA FOR BLOCK IS BASED ON 1500 PSI). BLOCK SHALL BE A MN OF 7 DAYS, OLD PF40R • ` (2� ' ". , ' - "" TO ROD TENSIONING. STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR MAY BE USED 0 I +i - 1 7 T+ � � I I � . i .. OR *a i. _ - - - , f . _ _ . - -- INTERLOCKING BLOCKS MAY BE USED. N ' , , - - - - - 8.. MORTAR SHALL BE TYPE S. 2000 PSI MIN. MORTAR MAY USED AS GROUT N B' HIGH LIFTS 6A 6A (1) (1 - _ _ _. _. _ MORTAR MUST BE A #tltl. Of 4 HOURS plD PRK)R TO INITIAL TENS NG APO 24 HOURS OLD DCONTROL JOINT SPEC .. 0 1r 1r it 9. 1RSTT MAASOONN RYY COURSE AY BE SET It I'RESFI CONiCRETE FOOTING OMITTED IN FIRST COURSE FOR IMP HOLES. HEAD JdNTS MAY BE (3 (11} (� 1 COPIFOR>tr Ta AM A615; fy 40.00b PSI. 1% REIffO RCING REBAR SHALL 1r (6) (12) . PROTO-1 HARDWARE IS DEFINED A5: LION RODS PuTES. tCOI, LEIS. NUTS A1.L 1.1 I - - I - . . -1 � I . � I L 1 (1�) - WIASFIEA°SR A a PUISs�ADDLES of THIS NURDw.ARE AeE °SUPDPt, u eYaOIdPYRESS�E . Cg OF WALL R (I oV�D PROTa-r T °"L A" . (1 (1 . _ _ _ (1) Ate? LICQMSt:i o THE cERT�TED NsTALLER. POST TENSION RODS SHALL BE . 12 12 1 - ' . - . ; °� (� i13 7/16 NTH 1/2' ROLL TH11tEADS CONFORMING TO ASTM A615 (FY •60000 PSI) Arlo THAT DIAMETER wl �( '' , HAVE STEEL CHEMISTRY 90 BENDING AND THREADING CAN BE ACCOMPLISHED WwTHIOVT N j - - oAMAG9 TO THE POST TENSION ROD AREA OF POST TENSON ROD taut SQUARE WiND FORCE - 161LL HEIGHiT . . . 4' PROTO 11 POST TENSION ROD SPACING ON CENTER 6' PROTO 11 POST TENS iON ROD SPACING ON CENTER I .1 e' PROTO 11 POST TENSION ROD SPACING ON CENTER - DIP FOOTING ON CENTER SPACING, SEE DETAIL 4 FOR DiP FOOTING Pi1OFILI, SEE DETAIL 3 FOR . OONTINI)OUS r WiDE TRENCH FOOTING. SEE DETAIL 3 FOR SECTION. 6 TO 11 13.8 3'-4' a -0' 8' -0' 8' -0' 16' -0` 15 70 MPH 4 #.-0• a l.,.0• Q' - 0 e' 4' 14' • e• r 17' ElP C 4' -0• 6'-8• I' -0' 8' -0' 101-8• 8• : 19• ..3.r.. 50-4' 4'-8' e' 49 8' -0' e'-4' Be x 20' _ 6' -0' 4' 4' 6' -0' e' -0' 6'-6' 8' x 22' 6'-8' 20-8' 40-4' 69-80 4'-4' S' x 26' FLANGE, 6' DEEP AT TOP OF FOOTING, _ - 7'-4' - 4' -0` S'-4' 3'-6' e' x27' e' -0• - 3' -49 41-8• 3' -0' 8• x 29' \- - e'-e' - 20-8• 4' -0' _ e' x 30' `D (� : ;� A. FOR ALL tiETAlNlN6 CONDITION E>IPQSURES B� • 9'-4' - 2' -0' 3'-4' - e' x 32' CARUSO �TURLEY SCOTT INC. , consulting structural engineers MASONRY OAT:. _ ____ 44th Street CONTROL MAKE A CLEAN VERTICAL ` , (1 ,. T ____ ARE 1/4' THICK (ASTM A36 STEEL) SEE DETAE 5 FOR MOTHS. 1/2' COUPLERS North JOINT BREAK OF ALL MATERIAL 2) ' -- .. - . - - - - - - __ _ _ _ _ r _1 - - _ - _ - _ - _ -- _ PER AM AM MD THE COUPLER MUST FULLY ENGAGE 1W UPPER MID LOWER ROD. FULLY 2 to 'ENGAGED AS DEFWED AS i/2' MIN• INTO COUPLER. 1/Z' NUTS ARE TO K GRADE & PER AM cervix, Iii 854D6 IN CONTROL JOINT. . r � i I .t Pri �--� ' ' , GRADE 60, DiRECT TENSION INDICATOR (DTI - (602) 912- ? t B) CONTROL JOINT SPEC. �� - - - - _ _ _ _ A3200MPftFS9�BtEALW" R)) is PIER AASMiM fV29 TESTING PROCEDURES. PLJIM REBAR SADDLES ; �J (C) Ei� WAIL ,2' . B 1r ,6" tY' FAX (612 /912 9390 �-�/ RLaN�oRCINc _, a . - ASE NON- STRUCTURAL. tr I . , . 1Z CONFORM NiDT AsTM A82 LA D R TY�Pi~.� C�Atr' °IgAAMkE� p . .t. SPED& wul I F .. , I i tav�nONS OP (6 �� I' FULL SQUARE 1NiMiMtlM ,; t 13. rill L�L1 OF F1111 HEIGHT RODS, CONTRACTOR INLAY USE SHORTER ROCS. '� COIIPhERS AM NDr / �� NO SCALE .. STRAIGHY RODS THREADED 80TH ENDS FOR ADDITIONAL LTS. MIN. OF r' L' HOOK. OR , ,.i . - II' � j "z' ti\G; , - t/t , - -, - ; . .. . . v , HOOK AT 00 QF TENSION ROO. Fx� m (9 14. VERTICAL CONTROL JOINTS TO 1£ KAM AT MAX 3$' at N ALL NON- STUCCOED WOUS AND � , 12ntro�" MOTES: NO a - 2ti ON CENTER IN STUCCOED WALLS 1iMTH CLAN VERTICAL BREAK OF ALL MATERIALS SM . . �� A . ` 1. PRCiTO I F�VC£ WALL SAIL 1 FOR ROD SPACING AT CONTROL JOINTS AUK} WALL ENDS. _ �� 1 I i. PROTO 1 FENCE (MALL PER _ . Z S _ . ' 4 NOTESc PRODUCT DATA SHEET. (1 ANU/bft Y `j �uc�1--r, ' s POST TEHSbNE0 ROD OORROSIONI 1 RUST INSURE PROPER TENSIONMG. NO COUPLERS MAY OCCUR DIRECTLY ABELOW ANA MI � 3 1, FENCE WIiFNl - DETAIL NOT ' , ', A. PROM A TENSION RO i SRALL BE , t ; ' 00NTACT NTH THIE BEARING PLATE, PROTECTION. SHOWN FOR CLARITY. - (1} 7/IS .pA STRAIGHT. THREADED e, 1. 7f 16' (ILA FULL HE`I HT POST BE STABOW INTO MET CONCRETE' OR T'fED N PLACE AT CONtTRACTOR OPTNONt` , . 2. FINISHED GRADE. BOTH ENDS AND SHAD. HAVE 1 TENSION RODS MAY . THREADS AT r' DETAIL 8. NOTE NO. 3, AT CONTRACTOR OPTION, VERTICAL REBAR MAY 9E STABBED DOWN • MIN. I2` EMBED WT4 MASONRY WM THE DIP. PER OR OONTPIUOUS TRENCH FOOTING MID EDCTENDED + / -B' INTO FIRST COURSE r 3. NO sLOPING ADJ1►CL:ttfi GRADE' Aot� wines 3' HOOKS, ROLL Y NUT yy��+,� . . TOP FOR NU ATTACHMENT. . ALLOWED, - "., , .. 11ETAMNG WALL WITH PLATE a 4, CONC. H% - NO COt.O J#O" PEiDtfTIEM OF BOCK. SEE DETAILS 3 AND 4. _ - . . ` ' ` tiFASHER. a Lt` TRCNC;H MAY BE OVER EXCAVATED AS SHHOWIN- 17.. A. PROTD`-1 DTi (COMPRE'SSIB E WA%" SHALL 8E NSTALL D AT ENERY TENSION RW KT EEN �' (3 ( '. 4. FACE OF FOOTIM6 i0 TOP OF � - L SLOPE. t ': ', S" GROUTED WTAIMNG ` FILL. W/ COWACTEt) FILL OR GiiN47iETE. PV►TE AND NUT W/ THiE DTi 'TABS' FACING UP AGAINST THE BOTTOM OF THE NUT. .. . , . THE BEARINtC (1) - 5� BOTTOM OF SETTING PAD. WALL -- DESI MED BY OTHERS, 2 „ 8.. 13TH x S -6' DEEP CIRCxILAR PIER FTC. MAY 1� SPECIAL DEPUTY NSPECTWN REQUIRED AT 7W OF FINAL TENSIONING BY A PROTON ; (2) 6< BE FOR WALLS 1 #MSTALLR TO VERIFY RETAINffMG ( LIE USED IN I n OF OF FT1;. SPACING AND AH�PROvED INSPECTbrt SHALL VERIFY FINAL TENSIONING TO 6,D00 POUNDS BY 1 of 2 MfiNODS .. . . LIP TO 6 -0' HIGH. - WRALL DESIGNED BY OTHERS WILL " SE77 MC PAD TO REMAIN THE SAME METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (811j, TABS FM2,lC UP ANN} . ?. SEE S� FOR WALLS 5UPPORT THE PROTO I FENCE �� 7! NO V[>MdS OR HOINE YCUMBMG OF C)OMC AT COLLAPSED AGAINST NUT W/ NO UGHHT LEAKAGE BETWEEN THE PROTiD -! DTI AM BOTTOM OF NUT: t!i A B WALL ABOVE. , g AeDVE a' -o' HHIC1I. . . - , . " IE;INF�ORC1lNG# BST ALLDWH�. PRROVI PLACED NTH MMMOD VISSUAL INSPECTION OF D EQQIHIRIElD WHEN USING(D1R ST L W `° .1 FINISHED GRADE. v ' • CONtStAlDATION OF CMCRETE MA VE Y01. INSPECTOR SHALL OBSERVE THE USE OF MEAD LUBWANT. THE POSITEIN OF PLATE ON BLOCK . (5) 1 NOTE- I ! 4ti �- IINN. N CU L9EAM -LAP ( 3) RO1iPXNC OR OTHER APPROPRIATE MEANS, AND INTEGRITY OF MORTAR JOINTS AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES THIS DETAh. tIt"BES THE 8x11 /0) B. VERTICAL FOOTING REINFORCING AT WALLS MASONRY DESIGN 6 BASED ON i4S SPECIAL INSPECTION. L F-L I MfNiMtH DISTANCE REQUIREMENTS `'►'. BACKFILL SWALI t3E N01F- ETANSHVE .� oVFTi 6'--0` HYOH uSE 18� DESIpMS ELUSTRATED oN THIS PRODUCT DATA SHEET ARf FOR PROT� WALLS ANO PRDTD~N {� V � _ _ ; �_ $OILS. SEE SOILS REPORT. (12 �"� x N CENTER OF • RETAINER WALLS UP TO A COMBINED HEIGHT OF 9' -4'. ADDITIONAL SCHEDULES ARE AVAILABLE ; . FOR THE LOWidEST FOOTING EDGE i M ` _1. COUPLER IF PARTIAL HEIGHT ROD HS STRAKw ' 6! 24• DIP OR PIER. FOR PROTO-0 WALLS UP TO 13' -4' HIGH AND NO" `HYBRID" PROTO?-1 WALLS, - Lid 0 2 `-d` TO FIN►SHF� GRADE. `` USED IN LIEU OF FULL HEIGHT ROD. OR 'l' OIC-"�"' '� pT O TO DAYLIGHT I � . . L ' �g . , : 7.: 1 4 xt xr EMBEDMENT PLATE WITH 1%I' SNOWS 1HE POST TENSION ROD Z 9. THIS DETAIL ty C.) ' AWYE PLATE AM I/T' COUPLE* � � { . CLElNTERED N THE DIP FiG, - HOi FVER THE • Q Z Z KLOW PLATE (OR (2) 1/ NLJTS� % 3 ; 4 POST TE11" ROD SPACING IS IN�ENDENT DIES► 4. ~ = Vi I I I � L'� I " I ;, . I . ,�. F, I � - �i I . I , - . rrr I � I I 9 _� I I .. I '. � : L" . X8i OF THE DIP FTG AND THEY DO NOT NEED TO F- Ca _j 1. sole? TENSION ROC t = (6) mcg rm w FACE OF FOOTING TO TOP OF SLOPE. MIN. DEPTH OF DIP OR TRENCH FOOTING OR AfNIMtRM DEPTH Of 13' DIA PIER 12' OR MORE 2' -4' 3' - °6' 6 TO 11 - --10 3 TO 5 -1 4'-O- SNEDULE FOR WALLS ABOVE 6v:0 UP TO 9 -4 FACE' OF FOOTING TO TOP OF SLOPE, ADDED DEPTH OF DP OR TRENCH FOOTING OR ADDED DEPTH OF 13' DIA PER 36 OR MORE 0' 0• & PROTO A FENK2: (MALL & • I' -4' MAX AT 4' PRO'rr? R - , x_: 4 12 15 15 CLARITY. 8' HIGH COURSES ARE SHOWN 3 20 0 I . % - L � I . � . 1141 / ;�f ONE uP. __, W W . . . % . * NOT USED ION HALLS r-0" AND UNDER. 2 - OUT Q ,,.J ' I / ,. ° . : , ; ' '� i 'N,-15)' . WRY. REINf.1RM WFE1N USING CIRCULAR �' - - W .- COMPRESSED DI tOICJ1TOR '!10 CIaR PLISSES t 11 PIER DETAIL IN LIEU OF 'DP'. SEE NOTE ` NETMEEN BOTTOM OF NUT AM DT1 WHEN t � z v I (B) . . SDIEDULE PROPERLY TE1tSiO M 11 I , '� 16" d BELOW WMLi. � # >aoP PLATT:. � Q Q ( NOTE:. , '.;. ; MIN. 12 A CONTRACTOR OPTION fs TO STAB THE /1 I► OoLIAPSIeIE TABS '•'� O . - PROTO II 1 WHH HLL CALK 8E 11ERTTCAL REt3AR DOWN INTO THE DIP. PIER A PWTO -! Olt TD IE UM AT EAM SON Nm A - LY_ i OR CONTINUOUS TRENCH FOOTING AND EXiENb TABS F LIP 1 P E R � � � )[Wf,,, OL 11 PLACED AT ANY LOCATION ON TIIr AtTMC ACAIIST BOTTOM of /T IiAJT _ �. ,..�._ 0 I - HT + / -e` NTO THW R�RST M 1044 of Bloat AND TABS Pft wPnM qM e . TOP OF IM RETARWrNG MMALI � THIS NUMBER ACCOMPANY (FLUSH Olt CENTERED) SLIT THH>E - � I1rn K ONE of TWO APF'ROVEO METH1oDS of ' POST TENSIONED ROD AT k olaNC OnHFR DPTIt1M1 OF TENSsoNIrrHc M Atl {NSPECTIONAi RECxt,�ESTS SHALL l r . (2) PROTC) -11 5 TORQUE M 55 FTABS USING A VUBRRTEO %` =f. . 4 , ALL TINS BE PLACED BETWEEN TOORQUE WRI NCTH DTI MUST STIL BE PLACED - t II TFIE 2 REt1YFdtCING BARS AT f00tG PROR.� ON ROD IF USTMG TORQUE WRENt1'i METHS ; I THE TOP OF THE RETAINING WALL NO SCALE tHifE GENERAL NOTE t7. �� .rIJ!!I__1� // �`Ogl AA VHISUK IHSfC110N WHEN USING THE (4) \1) D'n METHOD TO CoI�iRir THE DI IS COLLAPSED t , X (2) RTES: (� ' •TH NO LIGHT LEAKS BETIIEEN THE TABS AND O �. t (1 FHLL CAP VLOCK WITH MORTAR. BOTTOM OF MIT IF USING TORQUED IRE" IMDIATELY "FLIP' ONTO ROD. METHOD. DEPUTY INSPECTOR WILT. CONFIRM WALL U) 7 `" AND NVE"ON ' : .• 2. CAP BLOCK OF SUFFIC1EY1fi SHZE Ie TORQUED TO 36 FT/1B5 VISUAL : �; _j PR01`0 'N *ALL {701VNEC110N IJP OF' MM1t0NAL MASONRY h (3) k `-_ �'tAALLLE WT HAW SPECIAL KP0Y NSPECTNON - - w .: 3 Q . - TO COV1R PLATE ANE} ROD 5'--D` TO DAYLIGHT DETAIL FOR FDOTIIG$ RETAINING WALL A. 4' MOTO 1: 1/4 X T x + ' OLPUTY ' r 3► STEEL PLATE SIZES: r , Of THESE C . BY , >_ V - . NO SSE NO SCALE 11 B. $" PRO1T) R 1/4` X 4 1' >t $' &mmm"- INSPECTOR TO PROVIDE A oOMPIEtED itEPORT 1D PRO"hD 1. I . �, t C. 6' STUMP E 1 4 1r 4 N B' tlSTEU PARTET ��' r .0 a 1. Ill o. e� PROTO �� ,/4' x t1/2 x H1`� *, _, (i1 (4) STEia PLATES TO PLACED AT DIRECT TENSION NDICATdi Q O . 0 1. GROUT SOW ONLY AT POIS`f-- TEtNS10N 11 -TORE EDGE OF THE CELL SO THAT "� I x X RClO CFLLS Bt7.Ow GRADE " THE PLATE HEARS FULLY ON l,HQ SCALE _.e,.._ ..� .,n- � �-- <4pA 2. I.OW SOIL, NdTE� +, THEE SIDES EXCEPT AT IS' PROIO I �; ; t � 0 11 `' WII�ERE THE STEEL PLATE SHOULD ', KAR ON ALL FOUR SIDES. 1. 4' NCfMPNAL `ff b' ACTUAL OR �� 4► H iiTONTAL JOINT r NOMINAL 5 S/E' ACTUAL OR 1. ilE1NFORgNHG PER NOTE /12 lr NOMINAL 5 ACTUAL MASONRY. . CENNTER WEB BELOW. ,= & HORIZONTAL ANT MW - SEE NOTE X14. - a. CONNTINUOUS AT 4' ! 6' PROTO I _ _ - '' . ' . CONTINUOUS AT B' PRO! E f i I' , f 1 H1` A" DtMCRETE SETTING PAD. NO VOIDS 0�� ' IN - - _ - L - i HHbNEYCOING OF CONCRETE AT JUiNCt10N OF POST TENSION ROD AND REINF'. BARS AU-OWED. PROVIDE CONSOLIDATION OF PLAN - (2), , . CONCRETE VIA VIBRATION. RODDING OR ,' OTHER APPROPRIATE MEANS . ' b... DASHED LINE INDICATES LINE OF DIP FOOTING OF FENCE DETAIL !� ' 's � a pEPTH OF CONTnNUOtISTRENCHH FOOTING NO SCALE , - iL I 7. • B` AT r AID 6' PROM L 7A. 8' WIRIDE WALLS uSE 10' W1IDE FLMNGE, I' DEEP AT f TOP OF DOTING NOTES � io (2) - a r MORTAR COVER AROUND COUPLER I. MOTO I WALL - . AND/OR POST ROD FOR 2. 3' MORTAR OOovER AROUNID - CORROSION PROIIECTDN AT FIRST COURSE. COUPLER AIL} T POS iEIIHSIOIiFD AIR' VtH]fIiGAL REitOR AT /dt aMC THtEtNCHt AND ROD FOR CORROSION PROTECTION. - } . OP FOOTINGS FOR WALLS OVER 6' -0' 1. & 7 6 A 9 _ HIGH. USE x AT THE ftS TM HOOKS. ROLL THREAD '' (� 57RAlGFtT J' OR 1 OK QLIR- r F AT TOP FOR NUT ATTACFIT. NO I.- b t � H:At�I DiP FOOTING At DIP F�OOT�IG DESIGN. VOIDS OR JtINCTTON of POST TENSION 7A) 1"AR SPACING N fltENCH FOOTING FOR ROD AND REINF, BARS ALLOWED, .. WALLS 6' -8` TO a -O' SHALL. MATCH % PROVIDE CONSOLiDA71ON OF L.:Z .- - SPACING OF DiP FOOTINGS ABOVE LT' -0' CONCRETE VIA ViBRATiCNN, RODI -• AND WHERE DP FOOTING SPACING NOT OR OTHER APPROPRIATE MEANS. + I 4) AVAILABLE. SPACE VERTS AT 24' at MAX 4. THICKEN FOOTING TO PROVIDE r MM. , L' g S 11 I ' �-(5) M A CONTRACTOR OPTION IS III STAB THE %4 COVER AS REQUIRED AROUND "H I ,I 0) VERTICAL REBAR DOWN NT+O THE DIP, PER . ANCHOR BOLT 9) I O CONTINUOUS TRENCH FOOTING AND EXTENND & SEE SCHEDULE AND OTHER DEWS, R +/-8 INTO THE FIRST COURSE OF BLOCK F - _ 4) tf�t .., :. ��l AT POST TENSIONM ROD z , TIfPfCAI MAIL SE�� ND Tai F OOTING I . - NO SCALE NO SCALE 0 a 'OF, W CITY C' SWORE "mom ' �y-- -N I 1. E�,I?.�, ,� tL � 6, a , t.� v" L)E is T: i c�v O .w- <. X 0- R� 1P; - Z F_ I �� . 0 j . cc ihi CL �: . - U.S.PATENTED 4,726.567• . >• . U.S.PATENTED 5.794.921v t AND PATENT PENDING FILL. 99 i i_ {.. -A- NLW.DWG IKAC►.IN:R NOWiLKI, . Y 99- -115__ 445 I I - .. 00 -115- - 553 .. 01-- 115 -294 . •a . 3 .10E NUMBER: 03-115-970 DRAWN: - ENGINEER; I. FOOTiID DESiM ALLIDWAI'S: 1000 PSF BEARINC, 280 PSF/IR LATERAL. SEISMIC SOIL PROFILE TYPE SO. .SN WS Z. YAXI" HEIPIT FOR 4' FIRM 11 - 6'-8•: MAX. HEIGHT FOR 5' PROTO i1 - 10' -06. MkX. HEIGHT FOR 8` 04LCKfD: SCALE: ~� PROTO II . 13'-4' OOMBINATION WALLS MAY BE 1lSE0. 3. IMXIMUi DIP FOOTING SPACING - t6' -0': MINIMUM SPACING - 3'••4'. TOLERANCE IS 12•t BUT THE NUMBER OF h (-- AS NOTED DIP FOOTINGS M M NEW 1 N THE SAME FOR A GIVEN LENGTH OF MALI . -_- ..- - -, 4. POST TENSION ROD IS INDEPENDENT OF DiP at PIER SPACING. 5. POST TENSION ROD SPACING TOLERANCE IS W KIT THE 1 a of � FoR A clvE►r! LENGTFI of L MusT _ 3 3 d 3 REW1lN THE SINE. _ _..._._�.___.__>~.__._. 6. 13'• x 3'-6` DEEP CiRtX1LAR PIER FOOYING WITH 1 P4 VERT, MAY BE USED IN IIEU OF DiP FOOTiNIG MEET: SPACING AND SETTING PAD 10 R'EMAJN THE SAW. 1 Of I 3. CONCRETE F'OOfi+iG. 4. HHHtEH SOIL ' .�...W. , 1. ' 2, TOP ** MOTO M 'WALL - VIRITC P'0S`t, - . & PROTO A FENK2: (MALL & • I' -4' MAX AT 4' PRO'rr? R - , x_: IENS10NEb ROD NOT SHOWN FOR s r-o' MAX AT 6' PROTO IL 11 (2 � R : 3. CLARITY. 8' HIGH COURSES ARE SHOWN * 2' -C MAX AT I' PROM I. M A MODIFIED $ PROTO II - x " i`, ° 4„ ='`MAY PETAL OTHER Hh D BLOCK SIZES . , .JHKS( WALL MAY BEM WITH A SOLID BE USED AS REQUIRED BY THE FENCE WALL DESIGN. I 1' ..3.r.. 11 8" BLOCKEESOHL RET/1lNAt;E (4) �� 5) MAY THEN INCREASE TO 2' -8'. R FOR Or WE WALLS USE A 10' WIDE � __ ,, • .. ' ' i=I FLANGE, 6' DEEP AT TOP OF FOOTING, _ - . , . : . ' ' ( RI>a SPAHMG AM FITOTING SELCf Tll HNInTES r . I ') - - -r ,: v '. � I I � 11 `D (� : ;� A. FOR ALL tiETAlNlN6 CONDITION E>IPQSURES B� . 1' AND C WITH LESS THAN W -°' FENCE ABOVE I r �� (2) ASSUME A MINIMUM FENCE HEIGHT ;! °F' OF 6' -O' (H MIN - $' +'TI'). � 7 + '. � ) ' (EXAMPLE: FOR 1' -4' RETAINING AND A 6'--0 - Y A L �. HIGH FENCE WALL, H - C- Or +1' -4'= r -4' �� USE r -4` SCHEDULE DESIGN.) D . D. FOR ALL EXP C CONDITIONS WITH �-0` WALL ;'1• HORIZONTAL JOINT REINFORCING SHALL. A (3) OR GREATER USE SCHEDULE WALL HEWT "Hf . BE PLACED AT THE MORTAR JOINTS #2 �i �� . -'- '�` C. FOR ALL EXPOSURE B CONDITIONS WITH A /3 BELOW THE PLATE WASHER AND `TER WALL HEIGHT 6' -0' OR GREATER USE _L• -. 2' -0' QC. Tf EA UNTIL THE TOP SCHEDULE WALL HEIGHT - 'HP +L9'. , ; r . O MOTTIN HAVE - . (EXAMPLE: FOR 2'-0' RETAM�FG (R) WCHED JOINT AND 6' -0' FENCE F USE SCHEDULE E REO FDRtIt�IG IN A TOTAL OF THREE WALL HEIGHT : 'R"+� +8' = 8' -8'). ' $)• . ' . D. NO SURCHARGES. PARKING. STRUCTURES,1) . ' . . _ - ETC, WITHIN 5 -0' OF RETAINING WALLS, ` : . . 1 .. 1 . , DETAIL AT S0� RETAINAGE .�O $ HdR20NTAL JOINT REHrVFORpNG ____ � - - � NO SCALE _ � I I . � NO SCALE I . ( 11 `' WII�ERE THE STEEL PLATE SHOULD ', KAR ON ALL FOUR SIDES. 1. 4' NCfMPNAL `ff b' ACTUAL OR �� 4► H iiTONTAL JOINT r NOMINAL 5 S/E' ACTUAL OR 1. ilE1NFORgNHG PER NOTE /12 lr NOMINAL 5 ACTUAL MASONRY. . CENNTER WEB BELOW. ,= & HORIZONTAL ANT MW - SEE NOTE X14. - a. CONNTINUOUS AT 4' ! 6' PROTO I _ _ - '' . ' . CONTINUOUS AT B' PRO! E f i I' , f 1 H1` A" DtMCRETE SETTING PAD. NO VOIDS 0�� ' IN - - _ - L - i HHbNEYCOING OF CONCRETE AT JUiNCt10N OF POST TENSION ROD AND REINF'. BARS AU-OWED. PROVIDE CONSOLIDATION OF PLAN - (2), , . CONCRETE VIA VIBRATION. RODDING OR ,' OTHER APPROPRIATE MEANS . ' b... DASHED LINE INDICATES LINE OF DIP FOOTING OF FENCE DETAIL !� ' 's � a pEPTH OF CONTnNUOtISTRENCHH FOOTING NO SCALE , - iL I 7. • B` AT r AID 6' PROM L 7A. 8' WIRIDE WALLS uSE 10' W1IDE FLMNGE, I' DEEP AT f TOP OF DOTING NOTES � io (2) - a r MORTAR COVER AROUND COUPLER I. MOTO I WALL - . AND/OR POST ROD FOR 2. 3' MORTAR OOovER AROUNID - CORROSION PROIIECTDN AT FIRST COURSE. COUPLER AIL} T POS iEIIHSIOIiFD AIR' VtH]fIiGAL REitOR AT /dt aMC THtEtNCHt AND ROD FOR CORROSION PROTECTION. - } . OP FOOTINGS FOR WALLS OVER 6' -0' 1. & 7 6 A 9 _ HIGH. USE x AT THE ftS TM HOOKS. ROLL THREAD '' (� 57RAlGFtT J' OR 1 OK QLIR- r F AT TOP FOR NUT ATTACFIT. NO I.- b t � H:At�I DiP FOOTING At DIP F�OOT�IG DESIGN. VOIDS OR JtINCTTON of POST TENSION 7A) 1"AR SPACING N fltENCH FOOTING FOR ROD AND REINF, BARS ALLOWED, .. WALLS 6' -8` TO a -O' SHALL. MATCH % PROVIDE CONSOLiDA71ON OF L.:Z .- - SPACING OF DiP FOOTINGS ABOVE LT' -0' CONCRETE VIA ViBRATiCNN, RODI -• AND WHERE DP FOOTING SPACING NOT OR OTHER APPROPRIATE MEANS. + I 4) AVAILABLE. SPACE VERTS AT 24' at MAX 4. THICKEN FOOTING TO PROVIDE r MM. , L' g S 11 I ' �-(5) M A CONTRACTOR OPTION IS III STAB THE %4 COVER AS REQUIRED AROUND "H I ,I 0) VERTICAL REBAR DOWN NT+O THE DIP, PER . ANCHOR BOLT 9) I O CONTINUOUS TRENCH FOOTING AND EXTENND & SEE SCHEDULE AND OTHER DEWS, R +/-8 INTO THE FIRST COURSE OF BLOCK F - _ 4) tf�t .., :. ��l AT POST TENSIONM ROD z , TIfPfCAI MAIL SE�� ND Tai F OOTING I . - NO SCALE NO SCALE 0 a 'OF, W CITY C' SWORE "mom ' �y-- -N I 1. E�,I?.�, ,� tL � 6, a , t.� v" L)E is T: i c�v O .w- <. X 0- R� 1P; - Z F_ I �� . 0 j . cc ihi CL �: . - U.S.PATENTED 4,726.567• . >• . U.S.PATENTED 5.794.921v t AND PATENT PENDING FILL. 99 i i_ {.. -A- NLW.DWG IKAC►.IN:R NOWiLKI, . Y 99- -115__ 445 I I - .. 00 -115- - 553 .. 01-- 115 -294 . •a . 3 .10E NUMBER: 03-115-970 DRAWN: - ENGINEER; I. FOOTiID DESiM ALLIDWAI'S: 1000 PSF BEARINC, 280 PSF/IR LATERAL. SEISMIC SOIL PROFILE TYPE SO. .SN WS Z. YAXI" HEIPIT FOR 4' FIRM 11 - 6'-8•: MAX. HEIGHT FOR 5' PROTO i1 - 10' -06. MkX. HEIGHT FOR 8` 04LCKfD: SCALE: ~� PROTO II . 13'-4' OOMBINATION WALLS MAY BE 1lSE0. 3. IMXIMUi DIP FOOTING SPACING - t6' -0': MINIMUM SPACING - 3'••4'. TOLERANCE IS 12•t BUT THE NUMBER OF h (-- AS NOTED DIP FOOTINGS M M NEW 1 N THE SAME FOR A GIVEN LENGTH OF MALI . -_- ..- - -, 4. POST TENSION ROD IS INDEPENDENT OF DiP at PIER SPACING. 5. POST TENSION ROD SPACING TOLERANCE IS W KIT THE 1 a of � FoR A clvE►r! LENGTFI of L MusT _ 3 3 d 3 REW1lN THE SINE. _ _..._._�.___.__>~.__._. 6. 13'• x 3'-6` DEEP CiRtX1LAR PIER FOOYING WITH 1 P4 VERT, MAY BE USED IN IIEU OF DiP FOOTiNIG MEET: SPACING AND SETTING PAD 10 R'EMAJN THE SAW. 1 Of I 867 (: I \ mN `Z EI � BL )c (- ovas