BREWERY - 9925 Discovery Boulevard, Manassas, VA 20109 THE PIT - 9927 Discovery Boulevard, Manassas, VA 20109 Sheet of Project No.: Scale: Chd: Drawn: Drawing Title: Date: B-12 Drawing Issue phone: email: 703.851.4093 [email protected] 7361 Clifton Road, Clifton, VA 20124 © Williams Design Group, LLC THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WILLIAMS DESIGN GROUP, LLC. THEY SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER USE OR WORK EXCEPT BY WRITTEN AGREEMENT WITH WILLIAMS DESIGN GROUP. Brewery Wall Sections - 08-17-16 Description: Rev. No. Revision Date: Permit Set - Phase 1 Rev 16 Roof Railing/Wall Closure 10-04-17 8 1/2" 6'-0" 10" 2'-0" 8" 5" 1'-6" 22'-0" Steel rigid structure beyond Grade T&G Wood ceiling 1/2" vertical VaproBatten @ 16" OC 8" Metal Studs @ 16" OC (16 Ga.) at curtainwall Drywall or other finish T&G Wood Soffit BUILDING LINE OUTSIDE FACE OF GIRT/METAL STUD 8 1/2" purlins Face of steel NOTE: SEE STEEL BUILDING MFR DRAWINGS FOR ALL INFORMATION 1x6 Wood panels with space between boards Provide VaproShield, Vaprostrip at top and bottom of rainscreen as required VaproShield, Reveal Shield waterproofing membrane over 1/2" exterior sheathing WALL CONSTRUCTION (Wall Type 4) Metal stud wall - Spaced wood panels on vertical battens panels on exterior insulation/sheathing on 8" metal studs Insulation - R-19 blanket Insulation + 7.5 ci Perimeter insulation - R10 ROOF CONSTRUCTION (Roof Type 1) MR24 Roof - Metal roof panels on 8 1/2" purlins Insulation - R-30 blanket (R-23.3 actual U-value .043; Non-soldered seam metal roofs shall be constructed with pplied lap sealant as per IBC 2012, section 1507.4.3, #2 and approved manufacturers installation method. DOWELS #4 @ 12" OC Embed 6" 2) #4 rebar cont. #4 crossbar @ 16" OC 4" diam. drain wrapped in stone and filter fabric to sump or other drain 1'-6" wide x 10" deep Footing for steel structure beyond Concrete Footings, foundation walls (3000 PSI Concrete) typical 4" concrete slab with 6x6 W2.9xW2.9 on 6 Mil poly vapor barrier on 4" gravel on compacted subgrade (3000 PSI Concrete) EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9 on 6 Mil poly vapor barrier on 4" gravel on compacted subgrade (3500 PSI Concrete) AIR ENTRAINED HSS 8x8 TUBE RAISE TO SUPPORT STUDS 2 1/4" 12 10" 8" 10" 2'-0" 1'-4" 1'-6" 8" 4" 10'-8" 12'-0" 6" Grade Footing for steel structure beyond Perimeter insulation - R10 Gutter and downspout 1'-6" wide x 10" deep 2) #4 rebar cont. #4 crossbar @ 16" OC 4" diam. drain wrapped in stone and filter fabric to sump or other drain 2) #4 rebar cont. #4 crossbar @ 16" OC Metal liner panel Metal coping 3/4" OSB or CDX ROOF CONSTRUCTION (Roof Type 2) Membrane Roof on Dens deck roof boards on polyiso insulation on 1 1/2" metal B-deck on 8 1/2" purlins Insulation - Polyiso Insulation w/ (R-30) Steel rigid structure beyond NOTE: SEE STEEL BUILDING MFR DRAWINGS FOR ALL INFORMATION Face of steel EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9 on 6 Mil poly vapor barrier on 4" gravel on compacted subgrade (3500 PSI Concrete) AIR ENTRAINED WALL CONSTRUCTION (Wall Type 5) 8" CMU WALL to 10'-8" high - w/ corefill 500 foam masonry insulation (R14.2 U .07) Concrete Footings, foundation walls (3000 PSI Concrete) typical 1'-4" wide x 10" deep DOWELS #4 @ 12" OC Embed 6" Concrete Footings, foundation walls (3000 PSI Concrete) typical DOWELS #4 @ 12" OC Embed 6" 4" concrete slab with 6x6 W2.9xW2.9 on 6 Mil poly vapor barrier on 4" gravel on compacted subgrade (3000 PSI Concrete) BUILDING LINE OUTSIDE FACE OF GIRT/METAL STUD BUILDING LINE OUTSIDE FACE OF GIRT 8" split face CMU w/ joint reinforcing @ 16" OC and #5 vertical rebar @ 24" OC Flashing 8" CMU w/ joint reinforcing @ 16" OC and #5 vertical rebar @ 24" OC 1 hour required 2 hour provided UL# U906 (See sht SP-2) 1 HOUR Clg/Roof UL# P518 8" Metal Joists @ 16" OC ROOF CONSTRUCTION (Roof Type 3) Membrane Roof on Dens deck roof boards on polyiso insulation on 8" lightguage metal framing - Polyiso Insulation w/ (R-30) 2 layer 5/8" fire rated Gyp 1/4" 12 SEE STRUCTURAL FOR ADDITIONAL REINFORCING AND CONNECTION DETAILS Elec/Water 114 10'-8" 2 layer 5/8" fire rated Gyp 8" Metal Joists @ 16" OC 2 layer 5/8" fire rated Gyp each side Fire sealant cont. Gyp-BD - Stagger gyp bd joints 24" For the double layer system: base layer panels attached to Joist with 1 in. long Type S steel screws spaced 16 in., face layer panels attached to joist with 1-5/8 in. long Type S steel screws spaced 12 in. Roof deck attached to metal joists 1 HOUR Clg/Roof UL# P518 2 Hour - UL U906 8" CMU w/ joint reinforcing @ 16" OC and #5 vertical rebar @ 24" OC Fill solid w/Mineral wool Fire sealant cont. top and bottom each side. 8" metal joist continuous attached to track on each end 2 Hour Closure UL 493 Elec/Water Pantry 114 113 R8 R10 R16 R16 SCALE: 1/2" = 1'-0" 1 Wall Section 7 Tasting Room B-12 SCALE: 1/2" = 1'-0" 2 Wall Section 12 Elec Room B-12 SCALE: 1" = 1'-0" 3 Wall Section 12a Elec-Pantry Head Detail 05-31-16 Revisions Brewery Slab/Found 08-19-16 R3 Revisions Brewery Slab/Found R4 09-01-16 Revisions Brewery Slab/Found R5 09-14-16 Revisions 1 per comments PERMIT Revisions PERMIT R3 03-23-17 Revisions PERMIT R6 06-07-17 Revisions PERMIT R16 Wall Detail 10-05-17