Loading...
ABCC P2 - Bldg 1 - 0-S6.12_1STUD QTY AT WALL ENDS (NOTE 1) ATTACHMENTSHEATHINGMARK SHEAR WALL SCHEDULE SW1 ONE SIDE 15/32" APA RATED SHEATHING 8d NAIL @ 4" AT PANEL EDGE AND 12" AT INTERMEDIATE SUPPORTS (3) 2x8 ONE SIDE 15/32" APA RATED SHEATHING (3) 2x8 10d NAIL @ 2" AT PANEL EDGE AND 12" AT INTERMEDIATE SUPPORTS SW3 NOTES: 1. SEE FOR ADDITIONAL INFORMATION SW2 ONE SIDE 15/32" APA RATED SHEATHING (3) 2x8 8d NAIL @ 6" AT PANEL EDGE AND 12" AT INTERMEDIATE SUPPORTS ONE SIDE 15/32" APA RATED SHEATHING (3) 2x6 10d NAIL @ 3" AT PANEL EDGE AND 12" AT INTERMEDIATE SUPPORTS SW4 ONE SIDE 15/32" APA RATED SHEATHING (3) 2x6 8d NAIL @ 4" AT PANEL EDGE AND 12" AT INTERMEDIATE SUPPORTS SW5 /2 0-S6.12 NOTE: 2x WALL STUDS ARE NOT SHOWN, SEE PLAN PROVIDE CONT BLOCKING AT PANEL EDGES, TYP SHEAR WALL SHEATHING, SEE SHEAR WALL SCHED PROVIDE (2) STUDS AT PANEL JOINTS, TYP ATTACH SHEATHING TO WALL STUDS/BLOCKING AS INDICATED ON SHEAR WALL SCHED HD1 HD12 STUD QUANTITY THRU BOLT DIAMETER TYPEMARK HOLD DOWN SCHEDULE CONCRETE BASE ANCHOR HD2 HD9B HD3 HD9B 7/8" NOTES: INSTALL ALL PER MANUFACTURER REQUIREMENTS. HD1 & HD2 AT FOUNDATION SHEAR WALL SHEATHING, SEE SHEAR WALL SCHED AND SHEAR WALL LAYOUT WALL STUD SHEAR ANCHORS PLACED BTWN SHEAR WALL END POSTS HILTI- XU 0.157" POWDER ACTUATED FASTENERS @ 16" O.C. MAX SHEAR WALL STUDS, SEE SHEAR WALL SCHED HOLD DOWN BOLTS TOP AND BOTTOM, SEE SHEAR WALL SCHED, INSTALL THE NUT ON THE OPPOSITE SIDE OF THE HOLD DOWN AS SHOWN SIMPSON HOLD DOWNS SEE HOLD DOWN SCHED 5/8" DIA. THREADED ROD BEAM, SEE PLAN HD3 AT FLOOR POST, SEE PLAN SHEAR WALL SHEATHING, SEE SHEAR WALL SCHED AND SHEAR WALL LAYOUT WALL STUD ANCHOR BOLTS PLACED BETWEEN SHEAR WALL END POSTS. X/X" ANCHOR BOLTS @ X" O.C. SHEAR WALL STUDS, SEE SHEAR WALL SCHED HOLD DOWN BOLTS TOP AND BOTTOM, SEE SHEAR WALL SCHED, INSTALL THE NUT ON THE OPPOSITE SIDE OF THE HOLD DOWN AS SHOWN SIMPSON HOLD DOWNS SEE HOLD DOWN SCHED ANCHOR BOLT, SEE HOLD DOWN SCHD CONCRETE FOUNDATION 1" (3) 2x (3) 2x (3) 2x - 7/8" W/ 7" EMBEDMENT 1" W/ 7" EMBEDMENT HD4 HD9B - 7/8" W/ 9" EMBEDMENT(3) 2x NOTES - DRILL & EPOXY ANCHOR W/ SIMPSON SET-3G ADHESIVE. 8d@6" AT NON- CONTINUOUS PANEL EDGES PLYWOOD DIAPHRAGM (STAGGER SHEETS AS SHOWN) SIMPSON PSCL (PANEL SHEATHING CLIPS) AT MID-SPAN WHEN SPAN IS GREATER THEN 16" 8d@12" ALONG INTERMEDIATE FRAMING MEMBERS (TYP.) JOISTS OR TRUSSES SEE PLAN 8d@6" AT NON- CONTINUOUS PANEL EDGES PLYWOOD DIAPHRAGM (STAGGER SHEETS AS SHOWN) SIMPSON PSCL (PANEL SHEATHING CLIPS) AT MID-SPAN WHEN SPAN IS GREATER THEN 16" 8d@12" ALONG INTERMEDIATE FRAMING MEMBERS, TYP 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 NOTESSTUDSSTORYMARK WOOD STUD WALL SCHEDULE W1 1ST 2x6 @ 16" O.C. - W2 1ST 2x8 @ 16" O.C. - W3 2ND 2x8 @ 16" O.C. - 1ST 2x8 @ 16" O.C. - W4 2ND 2x6 @ 16" O.C. - W5 2ND 2x8 @ 16" O.C. - 6" WALL HEADER SECTION ELEVATION # OF KING STUDS HEADER SIZEOPENING SIZELEVEL HEADER SCHEDULE # OF JACK STUDS 1 GROUND TO ROOF LESS THAN 4'-0" (3) 2x6 1 24'-0" - 6'-0" (3) 2x10 2 36'-0" - 8'-0" 5.25x9.25 PARALLAM 2 SEE PLANGREATER THAN 8'-0" SEE PLAN SEE PLAN PLYWOOD, NAIL W/ 16d NAILS @ 6" EA SIDE, STAGGERED 2x BLOCKING TO MATCH LOAD BEARING WALL AND SHEAR WALL SCHED 16d @ 12" STAGGERED VERT, KING TO JACK STUDS PRESSURE TREATED SILL PLATE DOUBLE TOP PLATE, LAP PLATES 4'-0" MIN (5) 16d EA SIDE HEADER 2x JACK STUDS, SEE SCHED 2x SILL PLATE WALL SIZE 6" 1(4) 2x6 18" 6" 8"2(4) 2x10 2 6" 8"37.0x9.25 PARALLAM 3 8" WALL HEADER SECTION PLYWOOD, NAIL W/ 16d NAILS @ 6" EA SIDE, STAGGERED ARCH TO PROVIDE HORZ DIM. STANDARD LINTEL SCHEDULE OPENINGS UP TO 6'-0" 4" BRICK 3/8"x6"xHORZ LEG BENT PL OPENINGS 6'-0" TO 8'-0" 4" BRICK 3/8"x7"xHORZ LEG BENT PL WALL SIZE LINTEL TYPE REMARKS NOTES: 1. ALL STEEL LINTELS TO BE GALVANIZED. 2. PROVIDE MINIMUM OF 6" BEARING FOR BRICK LINTELS. ARCH TO PROVIDE HORZ DIM. 2x STUDS, SEE SCHEDULE 6'-0" MIN LAP AT 4" O.C. STAGGERED 2 ROWS OF 16d GUN NAILS INTERIOR STUD WALL, SEE PLAN PRE-ENGINEERED WOOD ROOF OR FLOOR TRUSS, SEE PLAN (2) 2x TOP PLATE CONT. SIMPSON DTC AT EA TRUSS, INSTALL PER MFR. REQUIREMENTS AND AFTER FULL DEAD LOAD ON TRUSS HAS BEEN APPLIED SHEATHING, SEE ARCH TRUSSES PERPENDICULAR TO WALL TRUSSES PARALLEL TO WALL SIMPSON DTC AT BLOCKING, INSTALL PER MFR. REQUIREMENTS AND AFTER FULL DEAD LOAD ON TRUSS HAS BEEN APPLIED BLOCKING AT 2'-0" O.C.1/2" GAP, TYP.1/2" GAP, TYP.HEADER PER SCHEDULE, SEE DETAIL . 2x JACK STUD, SEE DETAIL . 2x KING STUD, SEE DETAIL . 2x WOOD STUD, TYP. SIMPSON CS16 STRAP W/ NAIL IN EVERY HOLE. INSTALL PER MFR REQUIREMENTS. NAIL STRAP OVER SHEATHING. /10 0-S6.12 NOTES: 1. OPENING SIZE & ELEVATIONS SHALL BE COORDINATED WITH MECH & ARCH DRAWINGS. OPENING SIZE CAN NOT EXCEED 14" WIDE x 12" DEEP. NOTIFY EOR OF ANY DISCREPANCIES. 2x SILL PLATE 2x BLOCKING ON EITHER SIDE OF OPENING FASTEN PLYWOOD SHEATHING TO STUDS/HEADER AROUND OPENING WITH 8d NAILS @ 3" O.C. PLYWOOD SHEATHING 1'-1"1'-1" /10 0-S6.12 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 7:31:06 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S6.12MAIN CLUBHOUSE WOOD FRAMING DETAILS2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S6.12 1 SHEAR WALL SCHEDULE 3/4" = 1'-0"0-S6.12 2 TYPICAL SHEAR WALL PANEL LAYOUT 3/4" = 1'-0"0-S6.12 5 SHEAR WALL HOLD DOWN DETAILS AND SCHEDULE 3/4" = 1'-0"0-S6.12 8 FLOOR DIAPHRAGM DETAIL 3/4" = 1'-0"0-S6.12 4 ROOF DIAPHRAGM DETAIL 12" = 1'-0"0-S6.12 18 FLORIDA BUILDING CODE FASTENING SCHEDULE 3/4" = 1'-0"0-S6.12 3 WOOD STUD WALL SCHEDULE 3/4" = 1'-0"0-S6.12 10 TYPICAL LOAD BEARING WALL HEADER SECTION AND SCHEDULE 12" = 1'-0"0-S6.12 9 STANDARD LINTEL SCHEDULE 3/4" = 1'-0"0-S6.12 13 TYPICAL TOP PLATE SPLICE 3/4" = 1'-0"0-S6.12 17 SECTION AT INTERIOR NON-BEARING WALL BRACING AT FRAMING 3/4" = 1'-0"0-S6.12 7 ELEVATION AT NEW MECH OPENING @ SHEAR WALL