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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.
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<br /> 2. FLOOR SHEATHING SHALL BE: LLJ 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., I..: os o
<br /> B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: V
<br /> PLYWOOD EDGES, PERIMETER WALLS, & SHEARWALLS.
<br /> 3. DECK SHEATHING SHALL BE: C _ `'N
<br /> 3/4" APA RATED STURDI-I-FLOOR, T&G, 24" o.c. SPAN RATING,
<br /> EXPOSURE 1
<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 /> m I GLUED-LAMINATED MEMBERS, PARALLAMS, MICROLLAMS, I-JOISTS, LIGHT GAUGE
<br /> J METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS
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<br /> SUCH MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY
<br /> ��- `n - — — THE MANU- FACTURER OF THAT PRODUCT OR A LETTER OF CERTIFICATION
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<br /> < I �� coFROM THE MANUFACTURER'S ENGINEER WITH DETAIL SIGNED AND STAMPED IS
<br /> "' �' w ISSUED AND AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND
<br /> w m APPROVED BY THE CITY OF GOVERNING BUILDING OFFICIAL. 0
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<br /> 7. USE SIMPSON "LU" HANGERS TYPICALLY FOR ALL DECK JOIST & OTHER Q
<br /> x o DIMENSIONAL LUMBER, U.N.O. V
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<br /> — — 8. USE SIMPSON 'IUS' HANGERS WHERE TJI FLOOR JOIST ARE UTILZED, U.N.O. CEI
<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 C
<br /> EXISTING FRAMING 'A34' U.N.O. O
<br /> TO REMAIN 11. PROVIDE 'MSTC28' STRAP ACROSS ALL DISCONTINUOUS DBL. TOP PLATES. z
<br /> _ _ J
<br /> EXISTING FRAMING 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 /> TO REMAIN Q13. PROVIDE DBL. JOISTS BELOW ALL INTERIOR WALLS 8'-0" OR GREATER IN w
<br /> Lu — w \ LENGTH. PROVIDE BLOCKING @ 1/3 SPANS. D
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<br /> — — — w I 14. ALL SHEAR PANEL SHALL BE APPLIED DIRECTLY TO STUDS PRIOR TO
<br /> <n INSTALLATION OF DECORATIVE POP-OUTS AND TRIM. cjtalTlp:
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<br /> 15. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL
<br /> — — SHEETS IN PLYWOOD SHEARWALLS. UR S�ONgI
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<br /> 16. ALL PLYWOOD EDGES OF FLOOR/DECK DIAPHRAGMS SHALL BE SUPPORTED BY ��
<br /> 2x OR WIDER FRAMING ELEMENTS.
<br /> - - = C69263
<br /> - 17. PROVIDE MULTIPLE STUDS UNDER BEAMS OR TRUSSES TO MATCH * "f
<br /> Q Exp. 06 30 22 Q
<br /> w WIDTH OF SUPPORTED MEMBER, TYP. STUDS SHALL BE CONTINUED
<br /> c\jm IN LOWER FLOORS AND/OR CRAWL SPACE TO FOOTING, TYP. 9TF CIV
<br /> _ X
<br /> tO 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.
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<br /> m b) GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS SHOWN ON PLANS AND
<br /> o 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.
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<br /> c) TRUSSES SHALL BE DESIGNED TO WITHSTAND THE LOADS SHOWN ON THESE
<br /> DRAWINGS AND THE FOLLOWING ADDITIONAL LOADS:
<br /> 6X12 BEAM 6X12 BEAM 6X12 BEAM 1) ADDITIONAL LOADS AT VALLEYS AND HIPS.
<br /> X12 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 /> 'f d) TRUSS SHALL HAVE WEB MEMBERS AT ALL INTERMEDIATE BEARING POINTS
<br /> SUCH AS SHOWN ON THE TRUSS PROFILES/LOADING DIAGRAM DETAILS.
<br /> 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
<br /> BRACING WOOD TRUSSES, HIB-91, TPI AND ANSI/TPI 1-2005. TRUSSES SHALL DESIGN BY: M.R.
<br /> EXISTING FRAMING BE SET AND SECURED LEVEL AND PLUMB, AND IN CORRECT LOCATION. CHECK BY: M.R.
<br /> TO REMAIN 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 /> NOTE: REMOVE AND REPLACE EXISTING ROOF JST., k) ADD LOAD OF 0.35K TO ANY SINGLE PANEL POINT ALLOW FOR HOOD
<br /> ROOF FRAMING P LAN STEEL AND WOOD BEAM, ROOF SHEATHING, ROOFING TITLE:
<br /> I) DESIGN SEPARATE TRUSS TO CARRY HVAC LOAD PER PLAN AND PER
<br /> MECHANICAL HAVC PLAN
<br /> SCALE: 1 /4" = 1 ' DECK FRAMING
<br /> PLAN
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