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FRAMING NOTES <br /> 1. ROOF SHEATHING SHALL BE: <br /> APA PLYWOOD OR ORIENTED STRAND BOARDS WITH 24"/16" SPAN RATING. <br /> UNBLOCKED = 10d COMMON NAILS © 6" o.c. AT ALL EDGES,/12" OC FIELD <br /> MINIMUM PENETRATION IS 1 i" INTO FRAMING. B.N. APPLIES TO ALL SUPPORTED <br /> PLYWOOD EDGES AT: rte` <br /> PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS. <br /> 00 <br /> 2. FLOOR SHEATHING SHALL BE: p co <br /> 1 1/8" APA RATED STURDI—I—FLOOR, T&G, 24" o.c. SPAN RATING, EXPOSURE 1 �- p <br /> 10d COMMON NAILS © 6" o.c. B.N., y °p <br /> 10d COMMON NAILS © 12" o.c. F.N., os o <br /> B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: y V <br /> PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS. <br /> N <br /> 3. DECK SHEATHING SHALL BE: C4 <br /> T14" APA RATED STURDI—I—FLOOR, T&G, 24" o.c. SPAN RATING, <br /> EXPOSURE 1 c�c U <br /> 10d COMMON NAILS © 6" o.c. B.N., <br /> 10d COMMON NAILS © 12" o.c. F.N., <br /> B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: <br /> PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS. <br /> 4. TJI JOISTS (ESR-1153), TIMBERSTRANDS, AND PARALLAMS (ESR-1387) <br /> MANUFACTURER SHALL BE 'TRUSS JOIST MACMILLAN' OR EQUIVALENT. <br /> 5. A CERTIFICATE OF CONFORMANCE IS REQUIRED PRIOR TO FRAMING INSPECTION <br /> FOR ALL PARALLEL STRANDED LUMBER. <br /> 6. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASONS <br /> MODIFY PRE—ENGINEERED / MANUFACTURED STRUCTURAL ELEMENTS SUCH AS <br /> GLUED—LAMINATED MEMBERS, PARALLAMS, MICROLLAMS, I—JOISTS, LIGHT GAUGE <br /> w/444 EW METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS <br /> SUCH MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY <br /> THE MANU— FACTURER OF THAT PRODUCT OR A LETTER OF CERTIFICATION <br /> FROM THE MANUFACTURER'S ENGINEER WITH DETAIL SIGNED AND STAMPED IS <br /> ISSUED AND AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND <br /> APPROVED BY THE CITY OF GOVERNING BUILDING OFFICIAL. O 0 <br /> Q <br /> 7. USE SIMPSON "LU" HANGERS TYPICALLY FOR ALL DECK JOIST & OTHER V <br /> DIMENSIONAL LUMBER, U.N.O. <br /> (E)36"SQ. x 18"THK 8. USE SIMPSON 'IUS' HANGERS WHERE TJI FLOOR JOIST ARE UTILZED, U.N.O. � <br /> w/4-#4 EW <br /> 9. BEAMS BEARING ON TOP PLATES SHALL HAVE A SIMPSON 'A34' EACH SIDE <br /> (U.N.O.). ALIGN DBL 2x STUDS (U.N.O.) BELOW. NAIL TOGETHER WITH 16d @ V <br /> 16"o.c. <br /> 10. ALL POSTS TO TOP PLATE AND SILL PLATE CONNECTIONS SHALL BE SIMPSON 0 <br /> O <br /> 'A34' U.N.O. O 4 <br /> V <br /> 11. PROVIDE 'MSTC28' STRAP ACROSS ALL DISCONTINUOUS DBL. TOP PLATES. Z O <br /> J U) <br /> 12. PROVIDE DOUBLE JOISTS © SIDES & ENDS OF ALL OPENINGS. (U.N.O.) NAIL W co <br /> TOGETHER WITH 16d @ 12"o.c. (TYP.) O C <br /> \(E) 6' SQ. x 18"THK 13. PROVIDE DBL. JOISTS BELOW ALL INTERIOR WALLS 8'-0" OR GREATER IN W <br /> LENGTH. PROVIDE BLOCKING @ 1/3 SPANS. D <br /> 14. ALL SHEAR PANEL SHALL BE APPLIED DIRECTLY TO STUDS PRIOR TO <br /> INSTALLATION OF DECORATIVE POP—OUTS AND TRIM. Stamp: <br /> (E)36" SQ. x 18"THK <br /> w/444 EW 15. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL ROFESS/p <br /> SHEETS IN PLYWOOD SHEARWALLS. <br /> UR Rgy�F�c� <br /> 16. ALL PLYWOOD EDGES OF FLOOR/DECK DIAPHRAGMS SHALL BE SUPPORTED BY �9 <br /> (E)36" SQ. x 18"THK 2x OR WIDER FRAMING ELEMENTS. <br /> w/444 EW C69263 <br /> 17. PROVIDE MULTIPLE STUDS UNDER BEAMS OR TRUSSES TO MATCH * <br /> WIDTH OF SUPPORTED MEMBER, TYP. STUDS SHALL BE CONTINUED Exp. 06/30/22 Q <br /> IN LOWER FLOORS AND/OR CRAWL SPACE TO FOOTING, TYP. 9TF CIV 1 <br /> 18. PROVIDE SOLID BLOCKING UNDER POSTS AND MULTIPLE STUDS TO <br /> TRANSFER LOADS TO POSTS/STUDS BELOW. <br /> 19. PRE—FAB TRUSSES 32" (BY OTHERS) <br /> REVISIONS: <br /> a) FABRICATE, SUPPLY AND ERECT WOOD TRUSSES AS SHOWN ON THE <br /> DRAWING AND AS SPECIFIED. WORK TO INCLUDE ANCHORAGE, BLOCKING, MARK: DATE: DES./BY: <br /> CURBING, MISCELLANEOUS FRAMING AND BRACING. <br /> b) GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS SHOWN ON PLANS AND <br /> TRUSS PROFILES WITH ARCHITECTURAL DRAWINGS AND IN FIELD WITH WALL <br /> LAYOUT PRIOR TO FABRICATION. DIMENSIONS SHOWN ARE APPROXIMATE AND <br /> ARE FOR BID PURPOSES ONLY. <br /> c) TRUSSES SHALL BE DESIGNED TO WITHSTAND THE LOADS SHOWN ON THESE <br /> (E)36" SQ. x 18"THK (E)36" SQ. x 18"THK DRAWINGS AND THE FOLLOWING ADDITIONAL LOADS: <br /> (E)36"SQ. x 18"THK w/444 EW 1) ADDITIONAL LOADS AT VALLEYS AND HIPS. <br /> w/444 EW w/444 EW 2) DRIFTED SNOW AT VALLEYS, PARAPETS, AROUND ROOF <br /> EQUIPMENT AND OTHER LOCATIONS PER LOCAL CODE. <br /> 3) EQUIPMENT WEIGHT AS SHOWN ON THE ROOF FRAMING <br /> PLAN. <br /> d) TRUSS SHALL HAVE WEB MEMBERS AT ALL INTERMEDIATE BEARING POINTS <br /> SUCH AS SHOWN ON THE TRUSS PROFILES/LOADING DIAGRAM DETAILS. <br /> I e) TRUSSES SHALL BE FABRICATED BY AN ESTABLISHED FABRICATOR WITH <br /> MINIMUM FIVE YEARS OF DOCUMENTED EXPERIENCE. DRAWN BY: M.R. <br /> f) INSTALLATION SHALL BE IN ACCORDANCE WITH HANDLING, INSTALLING AND DESIGN BY: M.R. <br /> BRACING WOOD TRUSSES, HIB-91, TPI AND ANSI/TPI 1-2005. TRUSSES SHALL <br /> BE SET AND SECURED LEVEL AND PLUMB, AND IN CORRECT LOCATION. CHECK BY: M.R. <br /> g) CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. <br /> h) GENERAL CONTRACTOR TO PROVIDE WEB BRACING AS REQUIRED BY TRUSS DATE: 05-01 -2022 <br /> MANUFACTURER. <br /> i) TRUSS FABRICATOR IS RESPONSIBLE FOR ALL TRUSS TO TRUSS <br /> CONNECTIONS. ALL CONNECTIONS MUST BE SHOWN ON HIS/HER PLANS CLEARLY <br /> STATING REACTION, HANGER & HANGER CAPACITY. ANY CRITICAL NON TRUSS <br /> TO TRUSS CONNECTIONS MUST BE BROUGHT TO THE ATTENTION OF THE <br /> ENGINEER OF RECORD IN WRITING. <br /> j) ADD LOAD OF 0.5K TO ANY SINGLE PANEL POINT ALLOW FOR HVAC <br /> k) ADD LOAD OF 0.35K TO ANY SINGLE PANEL POINT ALLOW FOR HOOD <br /> 1) DESIGN SEPARATE TRUSS TO CARRY HVAC LOAD PER PLAN AND PER TITLE: <br /> FOUNDATION P LAN MECHANICAL HAVC PLAN <br /> DECK FRAMING <br /> SCALE: 1 /4" = 1 ' PLAN <br /> PAGE N O: <br />