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ABCC P2 - Bldg 2 - 2-S3.1_1BD1 BD2 BDA BDB BDC SLAB ON GRADE T/SLAB = 0'-0" SEE NOTE 5 TYP C.J., TYPSEE NOTE 6BP1BP1BP1ISOLATION JT, SEE NOTE 8.BP1BP1BP15 0-S3.22 TYP 2 0-S3.22HSS6X6X1/4F6.0*T/FTG = -2'-0"HSS6X6X1/4F6.0*T/FTG = -2'-0"HSS6X6X1/4F6.0*T/FTG = -2'-0"HSS6X6X1/4F6.0*T/FTG = -2'-0"HSS6X6X1/4F6.0*T/FTG = -2'-0"HSS6X6X1/4F6.0*T/FTG = -2'-0"15'-0"15'-0" 30'-0"12'-6"BD1 BD2 BDA BDB BDC LO BEAM 6x6 POST UP WOOD POST 6x6 POST UP WOOD POST LO BEAM LO BEAM LO BEAM LO BEAM LO BEAM LO BEAM 6x12 RIDGE BEAM TYP. 3'-4"6x12*LO BEAM 6x12*6x12*6x12* 6x12*6x12*6x12*6x12*6x86x86x8 6x8 TYP. 3'-4"4x84x84x84x84x8 @ 2'-6" O.C.4x8 @ 2'-6" O.C.4x8 @ 2'-6" O.C.4x8 @ 2'-6" O.C.4x84x84x8 @ 2'-6" O.C.4x8 @ 2'-6" O.C. 5 0-S6.23 TYP 6 0-S6.23 TYP 9 0-S6.23 TYP 3 0-S6.23 10 0-S6.23 13 0-S6.23 TYP 15'-0" 15'-0" 30'-0"12'-6"NOTES: 1. SEE 0-S0.20 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS AND LOCATION. 3. Fx INDICATES COLUMN FOOTING. SEE . T/FTG = -2'-0" UNO, BASED ON T/SLAB REFERENCE ELEVATION = 0'-0". 4. BPx INDICATES STEEL COLUMN BASE PLATE. SEE . 5. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x6 W2.9xW2.9 ON VAPOR BARRIER. 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. PROVIDE ISOLATION JOINT AT COLUMN. SEE . /1 0-S3.22 /4 0-S3.22 /16 0-S3.22 /1 0-S6.23 /19 0-S3.22 NOTES: 1. SEE 0-S0.20 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. DECK BEARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION = 0'-0" UNO. SEE ARCH FOR MORE INFORMATION. 4. INDICATES DIRECTIONAL SPAN OF P.T. 2x6 NO. 1 DECKING W/ 5/8" PLYWOOD SHEATHING. SEE DETAIL FOR FASTENING INFORMATION. 5. SEE FOR FLORIDA BUILDING CODE FASTENING SCHEDULE FOR ALL CONNECTIONS, U.N.O. 6. * INDICATES BEAM TO BE NO. 1 SOUTHERN YELLOW PINE (Fb = 1000 PSI). /4 0-S6.23 /19 0-S6.23 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 5:37:48 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_STRUCT.rvt2-S3.1BAG DROP FOUNDATION & ROOF FRAMINGPLAN2022-352 Author Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"2-S3.1 1 BAG DROP FOUNDATION PLAN 1/4" = 1'-0"2-S3.1 2 BAG DROP ROOF FRAMING PLAN