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ABCC P2 - Bldg 1 - 0-S6.14_1ROOF PLYWOOD SHEATHING, SEE PLAN HSS5X5X1/4 CURVED BEAM (F.V.) (E) METAL DECK (F.V.) (E) 18K6 JOIST (F.V.) (E) ROOF DECK ANGLE (F.V.) (4) 2x8 HEADER OVER WINDOW (F.V.) 2x RAFTER, SEE PLAN (E) 2x8 WOOD STUD WALL (F.V.) 2x12 LEDGER (2) 2X BLOCKING TO MATCH LEDGER (E) WINDOW (F.V.) SIMPSON SDWS SCREWS FASTENING LEDGER TO BLOCKING SIMPSON FACE-MOUNTED, SLOPED HANGER. INSTALL PER MFR REQUIREMENTS. SIMPSON HB TOP-FLANGE, SLOPED HANGER. INSTALL PER MFR REQUIREMENTS. (2) 2x INFILL MEMBER, SEE PLAN ROOF PLYWOOD SHEATHING, SEE PLAN HSS BEAM, SEE PLAN 2x NAILER TOP & BTM CONNECTED TO HSS BEAM W/ PAF FASTENERS @ 24" O.C. (E) ROOF PLYWOOD SHEATHING (F.V.) ROOF PLYWOOD SHEATHING, SEE PLAN (E) (2) 2x TOP PLATE (2) 2x RAFTER, SEE PLAN (E) 2x8 WOOD STUD WALL (F.V.) (E) HEADER (F.V.). (3) 2x12 HEADER MIN. NOTIFY ENGINEER OF ANY DISCREPANCIES. (E) PRE-ENGINEERED WOOD TRUSS (F.V.) (E) DOOR (F.V.) SIMPSON SDWS SCREWS FASTENING LEDGER TO BLOCKING SIMPSON FACE-MOUNTED, SLOPED HANGER. INSTALL PER MFR REQUIREMENTS. PLYWOOD ROOF SHEATHING, SEE PLAN (E) PLYWOOD ROOF SHEATHING (E) PRE-ENGINEERED WOOD ROOF TRUSS (F.V.) 2x JOIST, SEE PLAN (E) 2x8 WOOD STUD WALL (F.V.) (2) 2x BLOCKING TO MATCH LEDGER 2X12 LEDGER SIMPSON FACE-MOUNTED HANGER. INSTALL PER MFR REQUIREMENTS. SIMPSON SDWS SCREWS FASTENING LEDGER TO BLOCKING. INSTALL PER MFR REQUIREMENTS. PLYWOOD ROOF SHEATHING, SEE PLAN 2x JOIST, SEE PLAN 2x12 LEDGER (2) 2x BLOCKING TO MATCH LEDGER 2X12 LEDGER (E) METAL DECK (F.V.) (E) WF BEAM (F.V.) (E) WOOD STUD WALL (F.V.) SIMPSON SDWS SCREWS FASTENING LEDGER TO BLOCKING. INSTALL PER MFR REQUIREMENTS. DOUBLE COLLAR TIES @ MECH OPENING (2) 2X8 BLOCKING SEE MECHANICAL 36" MAXTRUSS BRG EDGE NAILING AT SHEAR WALLS, TYP. EXTERIOR STUD/SHEAR WALL (2) 2x TOP PLATE DROPPED GABLE END DOUBLE TRUSS DESIGNED FOR OUT OF PLANE WIND LOAD. SEE NOTE 2. FINISH, SEE ARCHPLYWOOD WALL SHEATHING PRE-ENGINEERED ROOF TRUSS, TYP. SIMPSON GBC EA SIDE OF BRACE 2x6 DIAGONAL BRACE AT 4'-0" O.C. 2x4 STRONG BACK AT 8'-0" O.C. SIMPSON LTP4 AT 4'-0" O.C. 1 1 NOTES: 1. SEE FOR BRACING CONNECTION AT TOP. 2. REFER TO 0-S0.12 FOR WALL WIND PRESSURES. TRUSS DESIGNER TO CHECK DOUBLE TRUSS FOR OUT-OF- PLANE LOADS AND BRACE WEB MEMBERS ACCORDINGLY. BOTTOM CHORD BRACING BY TRUSS DESIGNER /18 0-S6.14 DROPPED GABLE END DOUBLE TRUSS DESIGNED FOR OUT OF PLANE WIND LOAD. SEE NOTE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 2x BLOCKING AT EA OUTRIGGER (3 BAYS MIN.) PLYWOOD ROOF SHEATHING EDGE NAILING, TYP. PLYWOOD ROOF SHEATHING (5) 10d NAILS 1 1 2x6 DIAGONAL BRACE AT 4'-0" O.C. 2x4 STRONG BACK AT 8'-0" O.C. SIMPSON CS16 ACROSS BLOCKING 1'-0" PRE-ENGINEERED ROOF TRUSS, TYP. NOTES: 1. SEE FOR BRACING CONNECTION AT BOTTOM. 2. REFER TO 0-S0.12 FOR WALL WIND PRESSURES. TRUSS DESIGNER TO CHECK DOUBLE TRUSS FOR OUT-OF- PLANE LOADS AND BRACE WEB MEMBERS ACCORDINGLY. SIMPSON H10A AT EA OUTRIGGER. FASTEN TO TRUSS TOP CHORD. 2x BLOCKING SIMPSON LU26 AT EA OUTRIGGER SIMPSON A35 AT 4'-0" O.C. BETWEEN BLOCKING AND TRUSS TOP CHORD. /17 0-S6.14 2'-0" MAX SEE ARCH 2x8 OUTRIGGER AT 2'-0" O.C. FASCIA BOARD, SEE ARCH 2x WOOD STUD WALL, SEE PLAN EDGE NAILING PER SHEAR WALL SCHEDULE 2x BLOCKING AT EA OUTRIGGER (3 BAYS MIN.) PLYWOOD ROOF SHEATHING EDGE NAILING, TYP. PLYWOOD ROOF SHEATHING (5) 10d NAILS 1 1 2x6 DIAGONAL BRACE AT 4'-0" O.C. 2x4 STRONG BACK AT 8'-0" O.C. SIMPSON CS16 ACROSS BLOCKING 1'-0" SIMPSON H10A AT EA OUTRIGGER. FASTEN TO TRUSS TOP CHORD. 2x BLOCKING BETWEEN OUTRIGGERS SIMPSON LU28 AT EA OUTRIGGER SIMPSON A35 AT 4'-0" O.C. BETWEEN BLOCKING AND TRUSS TOP CHORD. 2x JOIST, SEE PLAN PLYWOOD FLOOR SHEATHING, SEE PLAN PLYWOOD WALL SHEATHING, SEE PLAN PROVIDE BLOCKING BETWEEN JOISTS 2x WOOD STUD WALL, SEE PLAN DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD This item has been electronically signed and sealed by Holly Jeffreys, Florida license number 82758 on the date and/or time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phase 2 3/4" = 1'-0"8/31/2023 7:31:07 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S6.14MAIN CLUBHOUSE WOOD FRAMING DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S6.14 1 SECTION AT PATIO ROOF AT WINDOW 3/4" = 1'-0"0-S6.14 2 SECTION AT PATIO ROOF 3/4" = 1'-0"0-S6.14 3 SECTION AT PATIO ROOF AT PATIO DOOR 3/4" = 1'-0"0-S6.14 5 SECTION AT POOL RESTROOM ROOF 3/4" = 1'-0"0-S6.14 6 SECTION AT POOL RESTROOM ROOF 3/4" = 1'-0"0-S6.14 7 SECTION AT MECHANICAL OPENING IN COLLAR TIES 3/4" = 1'-0"0-S6.14 17 EDGE OF ROOF AT GABLE END TRUSS (BOTTOM) 3/4" = 1'-0"0-S6.14 18 EDGE OF ROOF AT GABLE END TRUSS (TOP) 3/4" = 1'-0"0-S6.14 19 SECTION AT STORAGE/OFFICE EXPANSION GABLE ROOF 3/4" = 1'-0"0-S6.14 9 SECTION AT SECOND LEVEL FLOOR FRAMING