Loading...
ABCC P2 - Bldg 1 - 1-S1.10_1@ 2'-0" O.C. 2x122x12 @ 2'-0" O.C. MAX 2x12 @ 2'-0" O.C. MAX 2x12 @ 2'-0" O.C. MAXROOF TRUSSEST4 DEEP PRE-ENGINEERED(E) BLDG (3) LVL 1.75x14RIDGE BEAM@ 2'-0" O.C.2x122x12 @ 2'-0" O.C.OPEN TO BELOW RIDGE BEAM(3) LVL 1.75x14RIDGE BEAM(3) LVL 1.75X11.25 LO BEAM 1 1/2" EXP JT KEF-1 MAX WT = 150# SEE NOTE 11 &13 KEF-2 MAX WT = 250# SEE NOTE 11 & 13 RTU-1 MAX WT = 2900# SEE NOTE 11 KEF-4 MAX WT = 100 # SEE NOTE 11 VRF-1 MAX WT = 510# SEE NOTE 11 DOAS-1 MAX WT = 5400# SEE NOTE 11 & 12 W12X19(E) (F.V.) 18K7(E) (F.V.) W12X19(E) (F.V.) 18K7(E) (F.V.) 18K7(E) (F.V.) 18K7(E) (F.V.) 18K7(E) (F.V.) 18K7(E) (F.V.)W12X19(E) (F.V.)W14X22(E) (F.V.)W12X19(E) (F.V.)SKYLIGHT, SEE ARCH. 2.1 3.1 4.0 4.1(3) 2X8STUD PACK(3) 2X8STUD PACK(3) LVL 1.75x14RIDGE BEAM4 0-S6.13 2x12 @ 2'-0" O.C. MAXDECK BRG EL = 11'-10 1/4"(3) LVL 1.75x14(3) LVL 1.75x14(3) LVL 1.75x14RIDGE BEAM RIDGE BEAM RIDGE BEAM 3 0-S6.13TYP (E) 1-1/2" 22 GA METAL DECK (F.V.) 6 0-S6.13 12 0-S6.13 TYP (3) LVL 1.75x1416'-4"21'-8 7/8"9'-2 1/2" 47'-3 3/8"2x12 @ 2'-0" O.C. MAX2x12 @ 2'-0" O.C. MAX2'-0" O.C. MAX 2x12 @(4) 2X10 LO 5 0-S6.13 (3) LVL 1.75x11.25(3) LVL 1.75x11.25(3) LVL 1.75x11.25 1 0-S6.132x12 @ 2'-0" O.C.SLOPEKSF-2 MAX WT = 1210# SEE NOTE 11 KSF-1 MAX WT = 1200# SEE NOTE 11 & 12 3.0 H G F E D 30'-2 7/8"2'-4 7/8"26'-10 1/2"8'-7 3/8"68'-1 5/8"SEE 1-S1.8 FOR FRAMING 1 1/2" EXP JT8 0-S6.13 TYP (4) 2X10 SLOPESLOPESLOPE 13 0-S6.13 19 0-S6.14 TYP SEE NOTE 15 SEE NOTE 15 LO NOTES: 1. SEE 0-S0.10 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. 4. INDICATES DIRECTIONAL SPAN OF 5/8" PLYWOOD DECKING, SEE . 5. INDICATES COLLAR TIE @ EACH PAIR OF 2x FRAMING. 6. ALL WALLS SHOWN ARE LOAD BEARING WALLS AND/OR SHEAR WALLS. SEE ARCH FOR INTERIOR PARTITION WALL LOCATIONS. 7. SEE FOR TYPICAL WOOD HEADER SCHEDULE FOR HEADERS NOT SHOWN ON PLAN. 8. SEE FOR TYPICAL TOP PLATE SPLICE AT WOOD STUD WALL. 9. SEE FOR FLORIDA BUILDING CODE FASTENING SCHEDULE. 10. SEE FOR INTERIOR NON-BEARING WALL BRACING AT ROOF FRAMING. 11. CONTRACTOR SHALL COORDINATE LOCATION AND WEIGHTS OF ALL RTU UNITS WITH MECH PRIOR TO INSTALLATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. FOR UNITS AT PRE-ENGINEERED TRUSSES, TRUSS ENGINEER TO DESIGN TRUSSES FOR WEIGHTS SHOWN. 12. SEE FOR TYPICAL MECHANICAL UNIT FRAMING SUPPORT AT METAL DECK. 13. SEE FOR TYPICAL FRAMING AT ROOF METAL DECK OPENINGS. 14. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANIES. 15. SEE FOR JACK & KING WOOD STUDS REQUIRED FOR OPENING. 16. COLLAR TIES AT GABLE ROOF SHALL BE COORDINATED WITH MECHANICAL CEILING OPENING. SEE DETAIL FOR TYPICAL FRAMING AROUND MECHANICAL OPENING. /4 0-S6.12 /10 0-S6.12 /13 0-S6.12 /18 0-S6.12 /17 0-S6.12 /8 0-S5.10 /12 0-S5.10 /10 0-S6.12 /7 0-S6.14 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 7:31:13 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt1-S1.10PHASE 2 -MAIN CLUBHOUSE STORAGE &OFFICE EXPANSION ROOF FRAMING PLAN2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"1-S1.10 1 PHASE 2 - MAIN CLUBHOUSE STORAGE & OFFICE EXPANSION ROOF FRAMING PLAN