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ABCC P2 - Bldg 1 - 1-S1.4_1SLAB ON GRADE T/SLAB = 0'-0" (FFE = 9.34) SEE NOTE 5 SW1 HD2 HD2 HD2SW2 HD2SW2 HD2HD2SW2HD25 0-S3.12 TYP 5 0-S3.11 TYP 5 0-S3.11 TYP 9 0-S3.11 TYP 3 0-S3.11 3 0-S3.11 3 0-S3.11 C.J., TYP SEE NOTE 6BP5HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5F6.5*HSS4X4X1/4BP5F6.0*HSS4X4X1/4BP5F4.0HSS4X4X1/4BP5BP5F4.0HSS4X4X1/4HSS4X4X1/4BP5F5.0HSS4X4X1/4BP5F4.0(3) 2X8(3) 2X8(E) BLDG (E) BLDG SW2HD2SW2HD2HD2W3W3W3 W3 W3W3W3W3W2 HD2 SW3HD1 HD1 (E) SITE WALL SW5 HD2 SW5HD2 HD2 SW1HD1 HD1W2 W2 SLAB ON GRADE T/SLAB = -0'-4 1/2" SEE NOTE 5 9 0-S3.11 TYP 1 1/2" EXP JT 1 1/2" EXP JT1 1/2" EXP JT 10 0-S3.11 2 0-S3.11 TYP ISOLATION JT, TYP. SEE NOTE 14. 11 0-S3.11HSS4X4X1/4BP5HSS4X4X1/4F3.0F3.0SW1 HD2 HD2W3 2.1 3.1 4.0 4.1 TYPSTUD PACKSTUD PACK11'-11 1/8" 4'-5"21'-8 7/8"9'-2 1/2" 47'-3 3/8" 1-S1.8 2 W3 W2W2SW3HD1 HD1 SW5HD3 HD3 W1 SEE NOTE 15 HSS4X4X1/4(E) HD2 W1 W1F4.0T/FTG = 1'-4"T/FTG = -1'-4" STUD PACKSTUD PACKHD4 HD4 HD4 HD4 HD4 HD4 HD4 HD4SW3 SW3 SW3SW3 3.0 H G F E 30'-2 7/8"2'-4 7/8"26'-10 1/2"8'-7 3/8"D 68'-1 5/8"9 0-S3.12 TYP NOTES: 1. SEE 0-S0.10 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. Fx INDICATES COLUMN FOOTING. SEE . T/FTG = -1'-4" UNO, BASED ON T/SLAB REFERENCE ELEVATION = 0'-0" (FFE = 9.34). 4. BPx INDICATES COLUMN BASE PLATE. SEE . 5. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x6 W2.9xW2.9 ON VAPOR BARRIER AND 4" GRANULAR BASE. 6. C.J. INDICATES SLAB CONTROL JOINT. SEE AND GENERAL NOTES FOR ADDITIONAL INFORMATION. 7. PROVIDE REINFORCEMENT AT RE-ENTRANT CORNERS, SEE . 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY AND PLUMBING LINES. SEE . 9. SWx INDICATES WOOD SHEAR WALL. SEE FOR SHEAR WALL SCHEDULE. 10. HDx INDICATES SHEAR WALL HOLD-DOWN. SEE . 11. Wx INDICATES LOAD BEARING STUD WALL. SEE FOR WOOD STUD WALL SCHEDULE. 12. ALL WALLS SHOWN ARE LOAD BEARING WALLS AND/OR SHEAR WALLS. SEE ARCH FOR INTERIOR PARTITION WALL LOCATIONS. 13. INDICATES SLAB DEPRESSION. SEE . 14. PROVIDE ISOLATION JOINT AT COLUMN. SEE . 15. SEE DETAIL FOR MECH OPENING IN SHEAR WALL. /1 0-S6.12 /5 0-S6.12 /8 0-S3.11 /19 0-S3.11 /4 0-S3.11 /1 0-S3.12 /6 0-S3.11 /15 0-S3.11 /1 0-S5.10 /3 0-S6.12 /7 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 7:31:09 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt1-S1.4PHASE 2 -MAIN CLUBHOUSE STORAGE &OFFICE EXPANSION FOUNDATION PLAN2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"1-S1.4 1 PHASE 2 - MAIN CLUBHOUSE STORAGE & OFFICE EXPANSION FOUNDATION PLAN