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HomeMy WebLinkAboutS-202.2 - 2ND FLOOR FRAMING PLANFLOOR FRAMING PLAN NOTES 1. REFER TO ARCH 8 MEP DWGS FOR OPENING DIMENSIONS ON THIS FLOOR. 2. ELEVATION OF 2ND FINISH FLOOR IS +12'- 6" U.N.O. 3. HC TO BE NOTCHED AROUND SHAFT. 4. GC TO DRAIN EACH CORE PRIOR TO DRY -IN. 5. TRUSS FRAMER TO ADJUST THE TRUSS LOCATIONS AS NEEDED TO AVOID PLUMBING CONFLICTS BUT IN NO WAY TRUSS TO BE PLACED WITH A SPACING LARGER THAN SPECIFIED. 6. �7 THE METAL ROOF DECK(1.5B22) ATTACHMENT TO STRUCTURAL STEEL MEMBERS TO BE DONE BY #10 TEK SCREWS® 8" O.C. 7. 8" HC PLANK WITH 2" COMPOSITE CONCRETE TOPPING OF COMPRESSIVE STRENGTH 3000PSI WITH TOPPING REINFORCEMENT OF 6X6-W 1.4XW 1.4 WELDED WIRE FABRIC GROUT SAND/CEMENT RATIO 31 203'-1 11 12 13 14 15 16 17 18 19 20 21 1'4 3r4" 1 1 1 1 10'-3" 8'-113/4" 3'-6. 13'4' 13'-0' 12'-9114" 12'A 00 12'-9114" 12'-91/2" 11'-01/2" 5'-5" 9'.23/4" 12.73/4" 12'.71/40 12'41' 13'-0' 12'.53/4" 5'-10114" 4'-5114" r I 2NJJND FLOOR FRAMING PLAN z0z. 3/32" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City NCamel ((�� `�am iiJbw aAaL x DATE: 07/2219 BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4.00m RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: �'..G1N Cr: p\Si Eq .S,aO •e" Fd��9c T.- NO. 11 OZ 0]`96 9y/S�ATE�./: (0Q' ol✓ OIF .� .,yo SSS/ONAL B� ADAM GINSBURG, PE anw.y Owner: 1� �I THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSO. DELTA SATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY Ti CHECKED BY AJG PROJECT NO B4-134-1705 SHEET NAME 2ND FLOOR FRAMING PLAN DRAWINGS NO. S 2021