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ABCC P2 - Bldg 1 - 0-S6.13_1PRE-ENGINEERED FLOOR TRUSS BY OTHERS, SEE PLAN STUD WALL, SEE PLAN PLYWOOD FLOOR DECKING, SEE PLAN INSTALL PER MFR REQUIREMENTS. 2x CONT. NAILER. CONNECT NAILER W/ 1/2" DIA CARRIAGE BOLTS @ 24" O.C. STAGGERED. TRUSS HANGER BY OTHERS PRE-ENGINEERED WOOD TRUSS BY OTHERS, SEE PLAN PLYWOOD ROOF SHEATHING, SEE PLAN 2x FASCIA BOARD CONT SIMPSON H2.5A HURRICANE CLIP ON EITHER SIDE OF PRE-ENGINEERED TRUSS. INSTALL PER MFR REQUIREMENTS. PSL PLUS BEAM, SEE PLAN PROVIDE BLOCKING BETWEEN TRUSSES SEE ARCH 1'-6" MAX WOOD STUD WALL, SEE PLAN PRE-ENGINEERED WOOD TRUSS BY OTHERS SIMPSON H2.5A HURRICANE CLIP ON EITHER SIDE OF PRE-ENGINEERED TRUSS. INSTALL PER MFR REQUIREMENTS. PLYWOOD SHEATHING, SEE PLAN DOUBLE 2x TOP PLATE PLYWOOD ROOF SHEATHING, SEE PLAN 2x FASCIA BOARD CONT SEE ARCH 1'-6" MAX PROVIDE BLOCKING BETWEEN TRUSSES WF BEAM, SEE PLAN 2x RAFTER, SEE PLAN 2x JOIST, SEE PLAN FLOOR PLYWOOD SHEATHING, SEE PLAN ROOF PLYWOOD SHEATHING, SEE PLAN 18" DEEP PRE-ENGINEERED WOOD ROOF TRUSS BY OTHERS, SEE PLAN TRUSS HANGER BY OTHERS ROOF PLYWOOD SHEATHING, SEE PLAN 2x LEDGER W/ 1/2" DIA. THRU BOLTS @ 2'-0" O.C. STAGGERED (2) 2x NAILER W/ 1/2" DIA. THRU BOLTS @ 2'-0" O.C. STAGGERED SIMPSON A ANGLE @ EA RAFTER ON EITHER SIDE ROOF PLYWOOD SHEATHING, SEE PLAN RIDGE BEAM, SEE PLAN T/CEILING EL = SEE ARCH CEILING BY OTHERS, SEE ARCH 2x8 COLLAR TIE 2x BLOCKING IN BETWEEN EA COLLAR TIE 0-S6.13 11 ROOF PLYWOOD SHEATHING, SEE PLAN RIDGE BEAM, SEE PLAN SIMPSON LUR212Z HANGER @ EA RAFTER. INSTALL PER MFR REQUIREMENTS. 2x RAFTER, SEE PLAN 2x RAFTER, SEE PLAN 2x JOIST, SEE PLAN (2) 2x TOP PLATE CONT (2) 2x PLATE CONT (E) METAL DECK (F.V.) (E) JOIST (F.V.) (E) WF BEAM (F.V.) (E) WOOD STUD WALL (F.V.) 1 1/2" EXP JT PLYWOOD WALL SHEATHING, SEE PLAN PLYWOOD FLOOR SHEATHING, SEE PLAN PLYWOOD ROOF SHEATHING, SEE PLAN CEILING BY OTHERS, SEE ARCH PLYWOOD ROOF SHEATHING, SEE PLAN 2x8 COLLAR TIE RIDGE BEAM, SEE PLAN 0-S6.13 11 T/CEILING EL = SEE ARCH (E) METAL DECK (F.V.) (E) JOIST (F.V.) (E) WF BEAM (F.V.) (E) WOOD STUD WALL (F.V.) 1 1/2" EXP JT ROOF PLYWOOD SHEATHING, SEE PLAN WOOD STUD WALL, SEE PLAN (2) 2x TOP PLATE PRE-ENGINEERED FLOOR TRUSS, SEE PLAN ROOF PLYWOOD SHEATHING, SEE PLAN RIDGE BEAM, SEE PLAN SIMPSON LUR212Z HANGER @ EA RAFTER. INSTALL PER MFR REQUIREMENTS. SKEWED AND SLOPED SIMPSON HU HANGER. INSTALL PER MFR REQUIREMENTS. SIMPSON HHUS HANGER. INSTALL PER MFR REQUIREMENTS. STUD PACK BEYOND, SEE PLAN SKEWED AND SLOPED LVL BEAM, SEE PLAN 2x RAFTER, SEE PLAN 5/8"PSL PLUS BEAM, SEE PLAN HSS COLUMN AND 1/4" CAP PL, SEE PLAN SIMPSON HUC814 WELDED TO HSS COL. PROVIDE MAX AMOUNT OF FASTENERS. INSTALL PER MFR REQUIREMENTS. 2x NAILER BEYOND ON TOP OF HSS COL. SIMPSON HUC614 WELDED TO HSS COL. PROVIDE MAX AMOUNT OF FASTENERS. INSTALL PER MFR REQUIREMENTS. NOTES: 1. PRE-ENGINEERED TRUSSES NOT SHOWN FOR CLARITY. TRUSS BRG EL = SEE ARCH STUD PACK, SEE PLAN PSL PLUS BEAM, SEE PLAN (2) 2x TOP PLATE SIMPSON HB5.50/14 HANGER. INSTALL PER MFR REQUIREMENTS. WOOD BEAM, SEE PLAN 4"4" SPACING TYP WALL STUD SIMPSON CS20 EA SIDE AT TOP PLATE ACROSS COLUMN. INSTALL PER MFR. REQUIREMENTS. SIMPSON CC COLUMN CAP. INSTALL PER MFR REQUIREMENTS. WOOD COLUMN, SEE PLAN 9" 2x WOOD STUD WALL PRE-ENGINEERED WOOD TRUSSES (F.V.) (E) 2x WOOD STUD WALL (E) PLYWOOD ROOF SHEATHING (F.V.) PLYWOOD ROOF SHEATHING. EXISTING PLYWOOD SHEATHING SHALL BE REMOVED 4'-6' FEET AND REPLACED WITH NEW SHEATHING TO STAGGER WITH ADDITION SHEATHING. LVL RIDGE BEAM, SEE PLAN 2x RAFTER, 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-S6.13MAIN CLUBHOUSE WOOD FRAMING DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S6.13 2 TYPICAL TRUSS HANGER AT STEEL BEAM 3/4" = 1'-0"0-S6.13 19 SECTION AT HEAVY TIMBER TRUSS AT BEAM 3/4" = 1'-0"0-S6.13 15 SECTION AT PRE-ENGINEERED TRUSS AT WOOD STUD WALL 3/4" = 1'-0"0-S6.13 4 SECTION AT FLAT & GABLE ROOF 3/4" = 1'-0"0-S6.13 3 SECTION AT COLLAR TIE 3/4" = 1'-0"0-S6.13 11 SECTION AT RIDGE BEAM 3/4" = 1'-0"0-S6.13 6 SECTION AT NEW BLDG AT EXPANSION JOINT 3/4" = 1'-0"0-S6.13 12 SECTION AT COLLAR TIE (@ WALL) 3/4" = 1'-0"0-S6.13 5 SECTION AT MECH ROOF AND EXPANSION JOINT 3/4" = 1'-0"0-S6.13 1 SECTION AT MULTI-SPAN GABLE ROOF 3/4" = 1'-0"0-S6.13 18 SECTION AT STEEL COLUMN 3/4" = 1'-0"0-S6.13 14 SECTION AT PSL BEAM TO STUD PACK CONNECTION 3/4" = 1'-0"0-S6.13 8 SECTION AT FLUSH WOOD BEAM ON COLUMN WITHIN STUD WALL 2X BLOCKING BETWEEN EACH RAFTER 3/4" = 1'-0"0-S6.13 13 SECTION AT GABLE ROOF AT (E) BUILDING