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ABCC P2 - Bldg 1 - 1-S1.8_1SEE ROOF FRAMING PLAN ON 1-S1.10 @ 1'-4" O.C. MAXT1 DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES@ 1'-0" O.C. 2x121'-4" O.C.2X10 @(E) BLDG SEE (E) ROOF FRAMING PLAN ON 1-S1.10 (E) BLDG W12X26W12X26W12X22W12X22W14X22W14X26W12X16W12X16(4) LVL 1.75x9.25 (4) LVL 1.75x9.25 W12X22W12X222 0-S6.13 TYP@ 1'-4" O.C. 2X101-S1.8 2@ 1'-4" O.C. MAXT3 DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES@ 1'-0" O.C. 2x12(4) 2X6(3) 2X8(3) 2X8W4W4W4W4W4W4W5 W5W5 2 0-S6.13 TYP SW2SW3SW3SW2(4) LVL 1.75x9.25 SW4 (4) 2X6@ 1'-4" O.C. 2x10HD3HD3HD3 HD3 HD3 HD3HD3 HD3 HD3 HD3 HD3HD3 SW3 W5 STUD PACKSTUD PACKSTUD PACKSTUD PACK(3) 2X8STUD PACK0-S5.10 4 TYP 1 1/2" EXP JT W12X14 HD3HD3 SW3 T2 PRE-ENGINEERED WOOD FLOOR TRUSS T2 PRE-ENGINEERED WOOD FLOOR TRUSS T2 PRE-ENGINEERED WOOD FLOOR TRUSS T1 PRE-ENGINEERED WOOD FLOOR TRUSS @ 1'-4" O.C. MAX T1 PRE-ENGINEERED WOOD FLOOR TRUSS @ 1'-4" O.C. MAX T1 PRE-ENGINEERED WOOD FLOOR TRUSS @ 1'-4" O.C. MAX T1 PRE-ENGINEERED WOOD FLOOR TRUSS @ 1'-4" O.C. MAX (4) 2X12 SEE NOTE 13 LOCATE TRUSS AT COL , TYP.(3) 2X4STUD PACK(3) 2X4STUD PACK(3) 2X4STUD PACK9 0-S6.14 TYP NOTES: 1. SEE 0-S0.10 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. DECK BEARING ELEVATION @ 11'-5 1/4" RELATIVE TO FIRST FLOOR REFERENCE ELEVATION = 0'-0" UNO. 4. INDICATES DIRECTIONAL SPAN OF 3/4" PLYWOOD SHEATHING. SEE . 5. SWx INDICATES WOOD SHEAR WALL. SEE FOR SHEAR WALL SCHEDULE. 6. HDx INDICATES SHEAR WALL HOLD-DOWN. SEE . 7. Wx INDICATES LOAD BEARING STUD WALL. SEE FOR WOOD STUD WALL SCHEDULE. 8. ALL WALLS SHOWN ARE LOAD BEARING WALLS AND/OR SHEAR WALLS. SEE ARCH FOR INTERIOR PARTITION WALL LOCATIONS. 9. SEE FOR TYPICAL WOOD HEADER SCHEDULE FOR HEADERS NOT SHOWN ON PLAN. 10. SEE FOR TYPICAL TOP PLATE SPLICE AT WOOD STUD WALL. 11. SEE FOR FLORIDA BUILDING CODE FASTENING SCHEDULE. 12. SEE FOR INTERIOR NON-BEARING WALL BRACING AT FLOOR FRAMING. 13. SEE FOR JACK & KING WOOD STUDS REQUIRED FOR OPENING. /8 0-S6.12 /1 0-S6.12 /5 0-S6.12 /3 0-S6.12 /10 0-S6.12 /13 0-S6.12 /18 0-S6.12 /17 0-S6.12/17 0-S6.12 /10 0-S6.12@ 2'-0"O.C.2X102X12 NOTCHED STRINGER @ 1'-0" O.C. TYP. UP 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 7:31:12 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt1-S1.8PHASE 2 -MAIN CLUBHOUSE STORAGE &OFFICE EXPANSION FRAMING PLAN -LEVEL 22022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"1-S1.8 1 PHASE 2 - MAIN CLUBHOUSE STORAGE & OFFICE EXPANSION FRAMING PLAN - LEVEL 02 1/4" = 1'-0"1-S1.8 2 ENLARGED STAIR FRAMING PLAN