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ABCC P2 - Bldg 1 - 1-S1.5_1SW1HD2HD2SW1 HD2 SW1HD2 HD2 SW2 SEE 1-S1.6 FOR PATIO FOUNDATION 9 0-S3.11 TYP C.J., TYPSEE NOTE 6SLAB ON GRADE T/SLAB = 0'-0" (FFE = 9.34) SEE NOTE 5 SW1HD2 HD2 SW2HD2 HD2 13 0-S3.11 BP1BP1HSS8X8X5/8HSS8X8X5/8F6.5*(E) BLDGHD2HD2SW1HD2 HD2 HD1 SW1 HD1 HD1 SW1 HD1W2W2 W2W2W2 W2 W2 W2W2W2 W2 W2 W2W2W2W2 W2W29 0-S3.11 TYPSW1HD29 0-S3.12 TYP A 9 0-S3.11 TYP 7 0-S3.11 2 0-S3.12 TYPF6.5*11 0-S3.11 TYP 2 0-S3.12 TYP SLAB ON GRADE T/SLAB = -0'-4 1/2" SEE NOTE 5 SLAB ON GRADE T/SLAB = 0'-0" SEE NOTE 5 B C 2.0 2.1 3.1 27'-11"11'-11 1/8" 4'-5" 44'-3"12'-8 3/4"1'-3 1/8"13'-1"13'-5 5/8"17'-2"(3) 2X8STUD PACK (3)2x8STUD PACK SLAB ON GRADE T/SLAB = -0'-1" SEE NOTE 5 SLAB ON GRADE T/SLAB = SEE ARCH SEE NOTE 5 1 0-S3.11 TYP 1 0-S3.11 TYP 1 0-S3.11 TYP 9 0-S3.11 TYP B.1 A.1 3.0 SLAB ON GRADE T/SLAB = -0'-1" SEE NOTE 5 D 57'-8 1/2"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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY AND PLUMBING LINES. SEE . 8. SWx INDICATES WOOD SHEAR WALL. SEE FOR SHEAR WALL SCHEDULE. 9. HDx INDICATES SHEAR WALL HOLD-DOWN. SEE . 10. Wx INDICATES LOAD BEARING STUD WALL. SEE FOR WOOD STUD WALL SCHEDULE. 11. ALL WALLS SHOWN ARE LOAD BEARING WALLS AND/OR SHEAR WALLS. SEE ARCH FOR INTERIOR PARTITION WALL LOCATIONS. 12. INDICATES SLAB DEPRESSION. SEE . /19 0-S3.11 /4 0-S3.11 /1 0-S6.12 /5 0-S6.12 /1 0-S3.12 /3 0-S6.12 /1 0-S5.10 /6 0-S3.11 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 7:31:10 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt1-S1.5PHASE 2 -MAIN CLUBHOUSE KITCHENEXPANSION FOUNDATION PLAN2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"1-S1.5 1 PHASE 2 - MAIN CLUBHOUSE KITCHEN EXPANSION FOUNDATION PLAN