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1600 SELVA MARINA DR FOUN23-0005 - 4-S1-1_1(E) 4" SLAB ON GRADE T/(E) SLAB EL = 0'-0" (FFE = 11.38) SLAB ON GRADE SEE NOTE 4 T/SLAB EL = 0'-0" (FFE = 11.38) 5 0-S3.40 TYP 2 0-S3.40 7 0-S3.40 C.J. TYP. SEE NOTE 5 (E) THICKENED SLAB (F.V.) 8x88x88x88x8(E) HSS9X5X1/2 TO REMAIN, TYP. (F.V.) (E) HSS9X5X1/2 (F.V.)F6.0F6.0F6.0(2) 2x12 NOTCHED STAIR STRINGER @ 1'-0" O.C., TYP. (2) 2x12 NOTCHED STAIR STRINGER @ 1'-0" O.C., TYP. TYP F6.07 0-S3.40 6x6W1W1 W1 W1SW1 W2 W2W2 W2W2 SW2W2W2 W2SW13 0-S3.40TYP A 1 2 3 B WOOD STUD WALL INFILL, SEE NOTE 13 SW1HD1 HD1 HD1HD1HD1HD1HD1 HD1 HD1 HD1 HD1 3 0-S3.40 TYP. 6 0-S3.40 TYP. 6 0-S3.40 TYP 10 0-S3.40 SLAB ON GRADE SEE NOTE 4 T/SLAB EL = 0'-0" (FFE = 11.38) 40'-0"11'-10 5/8" 51'-10 5/8"32'-0 1/8"(E) SLAB TURNDOWN TO REMAIN (F.V.) (E) HSS9X5X1/2 TO REMAIN, TYP. (F.V.) (E) HSS9X5X1/2 TO REMAIN, TYP. (F.V.)SW16 0-S3.40 TYP C.J. TYP. SEE NOTE 5 15 0-S3.40 11 0-S3.40 (E) SW (E) SW(E) SW(E) SW(E) SW NOTES: 1. SEE 0-S0.40 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". 4. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x6 W2.9xW2.9 ON VAPOR BARRIER AND 4" GRANULAR BASE. 5. C.J. INDICATES SLAB CONTROL JOINT. SEE AND GENERAL NOTES FOR ADDITIONAL INFORMATION. 6. PROVIDE REINFORCEMENT AT RE-ENTRANT CORNERS, SEE . 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 NEW 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. EXISTING STRUCTURE SHOWN IS A GENERAL REPRESENTATION OF FRAMING BASED ON EXISTING STRUCTURAL DRAWINGS BY MCVEIGH & MANGUM ENGINEERING, INC. FROM MAY 25, 2016 AND SHOULD NOT BE ASSUMED TO SHOW EXACT LOCATIONS OF MEMBERS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 13. WOOD STUD INFILL SHALL MATCH THE SPACING AND SIZE OF THE WOOD STUDS OF THE ADJACENT WALLS. 14. (E) SW INDICATES AN EXISTING SHEAR WALL. EXISTING SHEAR WALLS SHALL HAVE NO PENETRATIONS UNLESS PRIOR APROVAL FROM SEOR. /4 0-S3.40 /8 0-S3.40 /20 0-S3.40 /1 0-S3.40 /1 0-S6.40 /1 0-S6.41 /5 0-S6.41 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 © 2022 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 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. As indicated 5/22/2023 2:43:43 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG4_STRUCT(1).rvt4-S1.1PETE'S TURN FOUNDATION PLAN2022-352 HD Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 Phase 1 Construction Documents 1/4" = 1'-0"4-S1.1 1 PETE'S TURN FOUNDATION PLAN 1 12-02-23 SD PRICING 2 02-10-23 DD PRICING 3 03-30-23 90% CD 4 05-23-23 PERMIT SET 05-23-2023