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HomeMy WebLinkAbout2367-S-3.1i� 24'- 04_ 21/2" LT. WT. CONG, FILL N 14 E N IN F (TT L, 4" TN K.) OVER I'W$ 20 CqA, V E ►SCO 'W' FOR M L O K STE E L DECK N/ 5TD VENT TAe)t). PROVIDE 7_ 1/2'1cp N E L D 5 PEA 135H E ET AT A LL .PERP 5U PPOIRT5 I/2 4 NELD5 e I2"0,G•- AT ALL PARRALLEL, 15UPPOIZ175 * 11/2' LONGq T e, N- 0 2411D►C, "TYPICAL. A -r SWADED AREA 11/2" x 2D GIA. VERCO WSb STEEL PECK ( N ITN 6'r0 VENT -rAe�S) PROVIDE 7-1/1"4) NELD5 PRA S P E E T AT ALL F'EiLP SU PPO RTS 4-m. I/2"CP NELD5 (A ALL P41ZRALLEL 5UPPOR75 i!� i'/2" WNCq 2-L3x3x1/4 L O G AT EFL.-ITO-1 M EG 4, Pw 5. DET. a 4,& N� .T,YPATCATIONS FRAMING DETAL DRESCO REPRODUCTION INC. 137277 L4g4* %4 wP CONT L E v cq E.EZ W 3/4" � 50VT'5 4 1 'IO,Co 5T L DEGt'`> 4 LT - WT G F'1 Lt„ t, JOEN P1�1�! TYP EA. 5106 OF Wee 50... STEEL Decors FEM 10L►1".J d, 44" b, C, - - ROOF FRAMING PLAN 14 c-Nrp PLATE do T5 PEA PLk4 aNY 1)'I" je O4M PLATE Y�+l _4"0 CLO." A .b 1 1 t FRAMING DETAIL �411s1=o" i3L " 2[r -TO, s, ✓�4" 12.4" 12'-40 T ols,, /111 PI-YNOOD 1 ROOF SI4EATI4I NCq (32/I(o) FRAMING NOTES x m �3 1YP k . -OP (p 51.1" X AND LOCATION OF ROOF OPENINGS AND ROOF MOUNTED (p, D. X EDCRE, W&IL I N C it EQUIPMENT ( WHERE . APPLICABLE), SEE ARCHITECTURAL AND MECHANICAL 5T L DEGt'`> 4 LT - WT G F'1 Lt„ t, JOEN P1�1�! TYP EA. 5106 OF Wee 50... STEEL Decors FEM 10L►1".J d, 44" b, C, - - ROOF FRAMING PLAN 14 c-Nrp PLATE do T5 PEA PLk4 aNY 1)'I" je O4M PLATE Y�+l _4"0 CLO." A .b 1 1 t FRAMING DETAIL �411s1=o" i3L " 2[r -TO, s, ✓�4" 12.4" 12'-40 T ols,, /111 PI-YNOOD 1 ROOF SI4EATI4I NCq (32/I(o) FRAMING NOTES (5 UG -T I) w/ 10 @ 4 4•C. DOUNDR`I' HAILINq 1. FOR SIZE MECHANICAL AND LOCATION OF ROOF OPENINGS AND ROOF MOUNTED ld c4 ,@ Cvl'©,G• EDCRE, W&IL I N C EQUIPMENT ( WHERE . APPLICABLE), SEE ARCHITECTURAL AND MECHANICAL IOd d I'VO,C. FIELD H&IL INGq DRAWINGS. SEE DETAIL13 Et>L0C K &LL E DC1E g 51, -------TS Co x (o 14114 5 E E 5Blossom . X 3. STRUCTURAL PLYWOOD SHEATHING SHALL CONFORM TO PSI -75 AND SHALL BE IDENTIFIED WITH AN A.P.A. D, 5, TRADEMARK. �3 L 4M. r. 4. 'TYPICAL (NTF-_R10R BLOCK WALL 5. . u E I(::� HTS FOL LOW ROOF_ E L EVA7IONS LVERIFY IN. FII✓LD 6. 7: e. 9. 10. il. 12, I3, 14, I/Q IIs I On EACH SHEET OF PLYWOOD SHALL HAVE A MINIMUM OF EIGHT (8) SQUARE FEET AND SHALL' EXTEND TO THREE (3) BEARING MINIMUM WITH FACEGRAIN PERPENDICULAR TO SUPPORTING MEMBERS. THE MINIMUM DIMENSION OF PLYWOOD SHEET SHALL BE 24 INCHES . , PROVIDE BOUNDARY NAILING AT BEAMS, STRUTS, LEDGERS, WALL PLATES, BLOCKINGS, PERIMETER MEMBERS, AND EDGES OF OPENINGS. FOR TOP PLATE SPLICE,- SEE DETAIL SI.2 UNLESS OTHERWISE NOTED ON PLAN. FOR ROOF OPENINGS, SEE DETAIL 512 THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR PLYWOOD- DIAPHRAGM NAILING INSPECTION PRIOR TO APPLICATION OF FINISH MATERIALS. a TRUSS 'FABRICATOR SHALL SUBMIT FRAMING LAYOUT, DETAILS AND CALCULATIONS SIGNED BY A LICEWSEO CALIFORNIA CIVIL OR STRUCTURAL ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER AND APPROVAL BY THE BUILDING DEPARTMENT PRIOR TO FABRICATION. TRUSSES THAT SUPPORT MECHANICAL EQUIPMENT OR OTHER SPECIAL -EQUIPMENT SHOWN ON THE CONTRACT DRAWINGS SHALL BE DESIGNED TO SUPPORT THE PROPOSED LOAD. TRUSS FABRICATOR SHALL CONSULT THE ARCHITECT, STRUCTURAL ENGINEER, AND MECHANICAL ENGINEER FOR THE PROPER LOADING. DETAILS SHALL BE SUBMITTED FOR REVIEW. TRUSS FABRICATOR SHALL CONSULT THE STRUCTURAL' ENGINEER FOR THE DESXGN LOAD OF TRUSSES. WHERE TRUSS IS USED AS A LATERAL STRUT, 'THE SPECIFIED LATERAL FORCE SHALL BE INCLUDED IN THE TRUSS DESIGN. PROVIDE DOUBLE RAFTER�5 UNDER ALL RoaF- MOUWTED EQUIPMENT, PROVIDE MINIMUM 4" EMBEDMENT OF ALL PA, PA.; PAM.., TYPE ernz&F!5, 1 WTO M,d,50W R,Y N Q&L LS , Q T IG7L:7 PEWINCq 0-4 TEEL P�EAM `.>EE I'1 tE E RECORD DRAWING THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) 1 HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IL 15 x 5`E WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., 1� HAS NOT VERIFIED THIS INFORMATION AND IS NOT RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY, . NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY --L. n I/4 C Fes' t+-�►TE R,� `'" HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT. j —L4 x4x l� t 1` FRAMING DETAIL 9/4 "- r o' 3 CITY OF FONTANA FIRE STATION NO. 00 00 zr�= ogo FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE PROTECTION DISTRICT CONSuLTANY L , K.B. N A ASSOCIATES €: STRUCTURAL ENGINEERS 9229 UTICA AVENUE, SUITE 140 RANCHO CUCAMONGA, CA 91730 (714) 944-0029 FAPROVED DRAWN � CHECKED E DATE i SCALE JOB NO. S-3.1 Dwcv, No. 2.36'1 non Ina DRAWN � CHECKED E DATE i SCALE JOB NO. S-3.1 Dwcv, No. 2.36'1