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ABCC P2 - Bldg 2 - 0-S6.23_12x DECKING W/ PLYWOOD DIAPHRAGM (STAGGER DECKING & PLYWOOD AS SHOWN) FASTEN BOTH DECKING AND PLYWOOD TO PURLINS W/ 16d @ 4" O.C. ROOF PURLINS NOTE: 1. NAILS SHALL BE SMOOTH SHANK GALVANIZED CARBON STEEL COMMON WIRE NAILS. SIMPSON PSCL (PANEL SHEATHING CLIPS) AT MID-SPAN WHEN SPAN IS GREATER THAN 16" THREADED ANCHOR BOLT PROJECTION = GROUT + BASE PLATE THICKNESS + ANCHOR BOLT DIA + 1" MIN ANCHOR ROD WITH 2 STD FLAT WASHERS AND 2 HEAVY HEX NUTS, TYP E TACK AMIN2" GROUTF.DDD D C BW T/CONC EL A B C D E F NO W WELDANCHOR BOLTSBASE PLATE BASEPLATE MARK BASE PLATE AND ANCHOR BOLT SCHEDULE BP1 3/4" 12" 12"4 1/2" 3/4"9"4 1/4" HSS COL, SEE PLAN 6x LO BEAM, SEE PLAN FASTEN 6x BEAM TO STEEL COLUMN W/ SIMPSON HUCQ610-SDS WELDED TO HSS COL. INSTALL PER MFR REQUIREMENTS. CL COL 5/32 1-2 HANGER TO PLATE 6x BEAM @ COL NOT SHOWN FOR CLARITY. SEE DETAIL . /9 0-S6.23 MAX 1'-6" CL POST UP SIMPSON HHRC66 CONNECTOR @ HIP ROOF. INSTALL PER MFR REQUIREMENTS. WOOD POST UP, SEE PLAN 8x LO BEAM, SEE PLAN 4x BEAM, SEE PLAN 6x RIDGE BEAM, SEE PLAN 2x DECKING W/ PLYWOOD SHEATHING, SEE PLAN 11 1/4"7 1/4"INVERTED SIMPSON CCQ66SDS2.5 COLUMN CAP. INSTALL PER MFR REQUIREMENTS. SIMPSON LSSR410Z RAFTER HANGER. INSTALL PER MFR REQUIREMENTS. SIMPSON LPC6Z POST CAP. INSTALL PER MFR REQUIREMENTS. 4x BEAM, SEE PLAN HSS COL, SEE PLAN.SLOPE THE TOP OF THE COL W/ SLOPE OF 6x BEAM ABOVE. PROVIDE 3/8" STEEL CAP PL @ TOP OF COL. 6x LO BEAM, SEE PLAN FASTEN 6x BEAM TO STEEL COLUMN W/ SIMPSON HUCQ610-SDS WELDED TO HSS COL. INSTALL PER MFR REQUIREMENTS. FASTEN 4x BEAM TO HSS COL W/ SIMPSON CCOQ4-SDS2.5 INSTALL PER MFR REQUIREMENTS. CL COL SEE ARCH 2'-6" MAX 2x DECKING W/ PLYWOOD SHEATHING, SEE PLAN 7 1/4" 3/16" 5/32 1-2 HANGER TO PLATE S E E A R C H3'-6 " M A X CL COL HSS COLUMN, SEE PLAN. SLOPE THE TOP OF THE COL W/ SLOPE OF 6x BEAM ABOVE. PROVIDE 3/8" STEEL CAP PL @ TOP OF COL. 6x BEAM, SEE PLAN FASTEN 6x TO HSS COL W/ SIMPSON CCOQ6-SDS2.5. 3/16 2x DECKING W/ PLYWOOD SHEATHING 7 1/4" RIDGE BEAM, SEE PLAN SIMPSON LSSR410Z RAFTER HANGER. INSTALL PER MFR REQUIREMENTS. 4x BEAM, SEE PLAN 2x DECKING W/ PLYWOOD SHEATHING FASTENING SCHEDULE CONNECTION FASTENING LOCATION BLOCKING BTWN JOISTS, RAFTERS OR TRUSSES TO TOP PLATE/FRAMING BELOW 3-8d COMMON (2 1/2" X 0.131") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN EACH END, TOE NAIL BLOCKING BTWN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS 2-8d COMMON (2 1/2" X 0.131") 2-3" X 0.131" NAILS 2-3" 14GA STAPLES EACH END, TOENAIL 2-16d COMMON (3 1/2" X 0.162") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES END NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON (3 1/2" X 0.162") @ 6" O.C. 3" X 0.131" NAILS @ 6" O.C. 3" 14GA STAPLES @ 6" O.C. FACE NAIL CEILING JOISTS TO TOP PLATE 3-8d COMMON (2 1/2" X 0.131") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN EACH JOIST, TOENAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE IBC 2308.7.3.1) 3-16d COMMON (3 1/2" X 0.162") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN FACE NAIL CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE IBC 2308.7.3.1) PER IBC TABLE 2308.7.3.1 FACE NAIL COLLAR TIE TO RAFTER 3-10d COMMON (3" X 0.148") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN FACE NAIL RAFTER OR ROOF TRUSS TO TOP PLATE 3-10d COMMON (3" X 0.148") 3-16d BOX (3 1/2" X 0.135") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN TOENAIL ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2" RIDGE BEAM 2-16d COMMON (3 1/2" X 0.162") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN END NAIL ROOF 3-10d COMMON (3" X 0.148") 3-16d BOX (3 1/2" X 0.135") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN TOENAIL FASTENING SCHEDULE CONNECTION FASTENING LOCATION FLOOR JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON (2 1/2" X 0.131") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN TOENAIL RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d COMMON (2 1/2" X 0.131") 10d BOX (3" X 0.128") 3" X 0.131" NAILS 3" 14GA STAPLES, 7/16" CROWN 6" O.C., TOENAIL 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (2 1/2" X 0.131") 2-10d BOX (3" X 0.128") FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 1/2" X 0.162")FACE NAIL 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)2-16d COMMON (3 1/2" X 0.162")EACH BEARING, FACE NAIL BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4" X 0.192")32" O.C. FACE NAIL AT TOP AND BOTTOM, STAGGERED ON OPPOSITE SIDES 10d BOX (3" X 0.128") 3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN 24" O.C. FACE NAIL AT TOP AND BOTTOM, STAGGERED ON OPPOSITE SIDES AND: 2-20d COMMON (4" X 0.192") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN ENDS AND AT EACH SPLICE, FACE NAIL 3-16d COMMON (3 1/2" X 0.162") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN EACH JOIST OR RAFTER, FACE NAIL LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (3 1/2" X 0.162") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN END NAILJOIST TO BAND JOIST OR RIM JOIST BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2-8d COMMON (2 1/2" X 0.131") 2-10d BOX (3" X 0.128") 2-3" X 0.131" NAILS 2-3" 14GA STAPLES, 7/16" CROWN EACH END, TOENAIL FASTENING SCHEDULE CONNECTION FASTENING LOCATION WALL STUD TO STUD (NOT BRACED AT WALL PANELS) 16d COMMON (3 1/2" X 0.162")24" O.C. FACE NAIL 10d BOX (3" X 0.128") 3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN 16" O.C. FACE NAIL STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 16d COMMON (3 1/2" X 0.162")16" O.C. FACE NAIL 16d BOX (3 1/2" X 0.135")12" O.C. FACE NAIL 10d BOX (3" X 0.128") 3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN 12" O.C. FACE NAIL BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON (3 1/2" X 0.162")16" O.C. EA EDGE, FACE NAIL 16d BOX (3 1/2" X 0.135")12" O.C. EA EDGE, FACE NAIL CONTINUOUS HEADER TO STUD 4-8d COMMON (2 1/2" X 0.131") 4-10d BOX (3" X 0.128") TOENAIL TOP PLATE TO TOP PLATE 16d COMMON (3 1/2" X 0.162")16" O.C. FACE NAIL 10d BOX (3" X 0.128") 3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN 12" O.C. FACE NAIL TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON (3 1/2" X 0.162") 12-10d BOX (3" X 0.128") 12-3" X 0.131" NAILS 12-3" 14GA STAPLES, 7/16" CROWN EA SIDE OF END JOINT, FACE NAIL (MIN 24" LAP SPLICE LENGTH EA SIDE OF END JOINT) BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d COMMON (3 1/2" X 0.162")16" O.C. FACE NAIL 16d BOX (3 1/2" X 0.135") 3" X 0.131" NAILS 3" 14GA STAPLES, 7/16" CROWN 12" O.C. FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS 2-16d COMMON (3 1/2" X 0.162") 3-16d BOX (3 1/2" X 0.135") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN 16" O.C. FACE NAIL STUD TO TOP OR BOTTOM PLATE 4-8d COMMON (2 1/2" X 0.131") 4-10d BOX (3" X 0.128") 4-3" X 0.131" NAILS 4-3" 14GA STAPLES, 7/16" CROWN TOENAIL 2-16d COMMON (3 1/2" X 0.162") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN END NAIL 2-16d COMMON (3 1/2" X 0.162") 3-10d BOX (3" X 0.128") 3-3" X 0.131" NAILS 3-3" 14GA STAPLES, 7/16" CROWN FACE NAILTOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON (2 1/2" X 0.131") 2-10d BOX (3" X 0.128") 2-3" X 0.131" NAILS 2-3" 14GA STAPLES, 7/16" CROWN FACE NAIL 1" X 6" SHEATHING TO EACH BEARING 2-8d COMMON (2 1/2" X 0.131") 2-10d BOX (3" X 0.128") FACE NAIL 1" X 8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON (2 1/2" X 0.131") 3-10d BOX (3" X 0.128") FACE NAIL 4x BEAM, SEE PLAN 6x LO BEAM, SEE PLAN FASTEN 4x BEAM TO 6x LO BEAM W/ SIMPSON H2.5A HURRICANE TIE ON EITHER SIDE. INSTALL PER MFR REQUIREMENTS. CL BEAM 2x DECKING W/ PLYWOOD SHEATHING, SEE PLAN 7 1/4" SHIM AS NEEDED TO PROVIDE BEARING FOR 4x BEAM 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 As indicated 8/31/2023 5:37:47 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_STRUCT.rvt0-S6.23BAG DROP FRAMING DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S6.23 4 ROOF DIAPHRAGM DETAIL 3/4" = 1'-0"0-S6.23 1 TYPICAL BASE PLATE AND ANCHOR BOLT (TUBE) 3/4" = 1'-0"0-S6.23 5 SECTION AT GOLF BAG DROP END COLUMN 3/4" = 1'-0"0-S6.23 10 SECTION AT GOLF BAG DROP HIP ROOF 3/4" = 1'-0"0-S6.23 6 SECTION AT GOLF BAG DROP INTERIOR COLUMN 3/4" = 1'-0"0-S6.23 9 SECTION AT GOLF BAG DROP ROOF CORNER 3/4" = 1'-0"0-S6.23 3 SECTION AT GOLF BAG DROP RIDGE 12" = 1'-0"0-S6.23 19 FLORIDA BUILDING CODE FASTENING SCHEDULE 3/4" = 1'-0"0-S6.23 13 SECTION AT GOLF BAG DROP 4x BEAM