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Scale:

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Drawing Title:

Date:

B-12

Drawing Issue

phone:email:

703.851.4093scottmwilliams@cox.net

7361 Clifton Road, Clifton, VA 20124

© Williams Design Group, LLC

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Brewery Wall Sections

68-

Tasting Room Bar07-25-16

Brewery Slab/foundation revisions08-12-16

08-17-16

Brewery revisionsSlab/Foundation09-01-16

Brewery Furniture/Seating Plans09-07-16

Brewery revisionsSlab/Foundation09-14-16

OCCUPANCY10-03-16

Project Review Set10-04-16

Tasting Room Bar/PantrySet10-11-16

Pizza Oven 11-30-16 Fireplace Revisions12-14-16

Door schedule 01-11-17

Wall Sections 01-18-17

Ceiling / Duct Plans -a03-11-17

Site Furniture Plan04-20-17

Seating Plan Brewery03-20-17

Permit Set - Phase 1Revision 10Permit REV 6

Permit Set - Phase 1Revision 11 PermitREV 7a, 06-27-17

Description:Rev.No.

Revision Date:

Permit Revision 13Walk-In cooler, ConstType, Mod 09-04-17

Permit Set - Phase 1Rev 14 Milling/Cracking,Construction Type Mod09-14-17

Permit Set - Phase 1Rev 15 Beer GardenSeating 10-02-17

Permit Set - Phase 1Rev 16 Roof Railing/WallClosure 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 (16Ga.) at curtainwall

Drywall or other finish

T&G Wood Soffit

BUILDING LINEOUTSIDE FACE OF GIRT/METAL STUD

8 1/2" purlins

Face of steel

NOTE:SEE STEEL BUILDINGMFR DRAWINGS FOR

ALL INFORMATION

1x6 Wood panels with space between boards

Provide VaproShield, Vaprostrip attop and bottom of rainscreen asrequired

VaproShield, Reveal Shieldwaterproofing membrane over 1/2"exterior sheathing

WALL CONSTRUCTION (Wall Type 4)Metal stud wall - Spaced wood panels on vertical battenspanels on exterior insulation/sheathing on 8" metal studsInsulation - 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 withapplied lap sealant as per IBC 2012, section 1507.4.3, #2

and approved manufacturers installation method.

DOWELS #4 @ 12" OCEmbed 6"

2) #4 rebar cont.#4 crossbar @ 16" OC

4" diam. drain wrappedin stone and filter fabricto sump or other drain

1'-6" wide x 10" deep

Footing for steelstructure beyond

Concrete Footings, foundationwalls (3000 PSI Concrete) typical

4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravel

on compacted subgrade (3000 PSI Concrete)

EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravelon compacted subgrade (3500 PSI Concrete)AIR ENTRAINED

HSS 8x8 TUBERAISE TO SUPPORT STUDS

2 1/4"12

10"

8"

10"

2'-0

"

1'-4"1'-6"

8" 4"

10'-8

"12'-0

"

6"

10"

2'-0

"

1'-4"

8" 4"

10'-8

"

Grade

Footing for steelstructure beyond

Perimeter insulation - R10

Gutter and downspout

1'-6" wide x 10" deep2) #4 rebar cont.

#4 crossbar @ 16" OC

4" diam. drain wrappedin stone and filter fabricto 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 polyisoinsulation on 1 1/2" metal B-deck on 8 1/2" purlinsInsulation - Polyiso Insulation w/ (R-30)

Steel rigid structure beyond

NOTE:SEE STEEL BUILDING MFRDRAWINGS FOR ALLINFORMATION

Face of steel

EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravelon compacted subgrade (3500 PSI Concrete)AIR ENTRAINED

WALL CONSTRUCTION (Wall Type 5)8" CMU WALL to 10'-8" high - w/ corefill 500 foam masonryinsulation (R14.2 U .07)

Concrete Footings, foundation walls(3000 PSI Concrete) typical

1'-4" wide x 10" deep

DOWELS #4 @ 12" OCEmbed 6"

Concrete Footings, foundation walls(3000 PSI Concrete) typical

DOWELS #4 @ 12" OCEmbed 6"

4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravel

on compacted subgrade (3000 PSI Concrete)

BUILDING LINEOUTSIDE FACE OF GIRT/METAL STUD

BUILDING LINEOUTSIDE FACE OF GIRT

8" split face CMU w/joint reinforcing @ 16"OC and #5 vertical rebar@ 24" OC

Flashing

8" CMU w/ jointreinforcing @ 16" OCand #5 vertical rebar @24" OC

1 hour required2 hour providedUL# U906 (Seesht SP-2)

1 HOUR Clg/RoofUL# P518

8" Metal Joists @ 16" OC

ROOF CONSTRUCTION (Roof Type 3)Membrane Roof on Dens deck roof boards on polyisoinsulation on 8" lightguage metal framing - PolyisoInsulation w/ (R-30)

2 layer 5/8" fire rated Gyp

Grade

Perimeter insulation - R10

4" diam. drain wrappedin stone and filter fabricto sump or other drain

2) #4 rebar cont.#4 crossbar @ 16" OC

EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravelon compacted subgrade (3500 PSI Concrete)AIR ENTRAINED

Concrete Footings, foundation walls(3000 PSI Concrete) typical

1'-4" wide x 10" deep

DOWELS #4 @ 12" OCEmbed 6"

2 layer 5/8" fire rated Gyp

8" Metal Joists @ 16" OC

2 layer 5/8" firerated Gyp eachside

Fire sealant cont.

Gyp-BD - Stagger gyp bd joints 24"For the double layer system: base layer panelsattached to Joist with 1 in. long Type S steelscrews spaced 16 in., face layer panelsattached to joist with 1-5/8 in. long Type Ssteel screws spaced 12 in.

Roof deckattached to metal joists

1 HOUR Clg/RoofUL# P518

2 Hour - UL U9068" CMU w/ joint reinforcing @ 16" OCand #5 vertical rebar @ 24" OC

Fill solid w/Mineral wool

Fire sealant cont.top and bottomeach side.

8" metal joist continuousattached to track on each end

2 Hour Closure UL 4931/4"

12

SEE STRUCTURAL FOR ADDITIONALREINFORCING AND CONNECTIONDETAILS

Elec/Water

Elec/WaterPantry

114

114113

10"

8"

10"

2'-0

"

1'-4"1'-6"

8" 4"

10'-8

"12'-0

"

6"

10"

2'-0

"1'-4"

8" 4"

10'-8

"Grade

Footing for steelstructure beyond

Perimeter insulation - R10

Gutter and downspout

1'-6" wide x 10" deep2) #4 rebar cont.

#4 crossbar @ 16" OC

4" diam. drain wrappedin stone and filter fabricto 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 polyisoinsulation on 1 1/2" metal B-deck on 8 1/2" purlinsInsulation - Polyiso Insulation w/ (R-30)

Steel rigid structure beyond

NOTE:SEE STEEL BUILDING MFRDRAWINGS FOR ALLINFORMATION

Face of steel

EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravelon compacted subgrade (3500 PSI Concrete)AIR ENTRAINED

WALL CONSTRUCTION (Wall Type 5)8" CMU WALL to 10'-8" high - w/ corefill 500 foam masonryinsulation (R14.2 U .07)

Concrete Footings, foundation walls(3000 PSI Concrete) typical

1'-4" wide x 10" deep

DOWELS #4 @ 12" OCEmbed 6"

Concrete Footings, foundation walls(3000 PSI Concrete) typical

DOWELS #4 @ 12" OCEmbed 6"

4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravel

on compacted subgrade (3000 PSI Concrete)

BUILDING LINEOUTSIDE FACE OF GIRT/METAL STUD

BUILDING LINEOUTSIDE FACE OF GIRT

8" split face CMU w/joint reinforcing @ 16"OC and #5 vertical rebar@ 24" OC

Flashing

8" CMU w/ jointreinforcing @ 16" OCand #5 vertical rebar @24" OC

1 hour required2 hour providedUL# U906 (Seesht SP-2)

1 HOUR Clg/RoofUL# P518

8" Metal Joists @ 16" OC

ROOF CONSTRUCTION (Roof Type 3)Membrane Roof on Dens deck roof boards on polyisoinsulation on 8" lightguage metal framing - PolyisoInsulation w/ (R-30)

2 layer 5/8" fire rated Gyp

Grade

Perimeter insulation - R10

4" diam. drain wrappedin stone and filter fabricto sump or other drain

2) #4 rebar cont.#4 crossbar @ 16" OC

EXTERIOR 4" concrete slab with 6x6 W2.9xW2.9on 6 Mil poly vapor barrier on 4" gravelon compacted subgrade (3500 PSI Concrete)AIR ENTRAINED

Concrete Footings, foundation walls(3000 PSI Concrete) typical

1'-4" wide x 10" deep

DOWELS #4 @ 12" OCEmbed 6"

2 layer 5/8" fire rated Gyp

8" Metal Joists @ 16" OC

2 layer 5/8" firerated Gyp eachside

Fire sealant cont.

Gyp-BD - Stagger gyp bd joints 24"For the double layer system: base layer panelsattached to Joist with 1 in. long Type S steelscrews spaced 16 in., face layer panelsattached to joist with 1-5/8 in. long Type Ssteel screws spaced 12 in.

Roof deckattached to metal joists

1 HOUR Clg/RoofUL# P518

2 Hour - UL U9068" CMU w/ joint reinforcing @ 16" OCand #5 vertical rebar @ 24" OC

Fill solid w/Mineral wool

Fire sealant cont.top and bottomeach side.

8" metal joist continuousattached to track on each end

2 Hour Closure UL 4931/4"

12

SEE STRUCTURAL FOR ADDITIONALREINFORCING AND CONNECTIONDETAILS

Elec/Water

Elec/WaterPantry

114

114113

R8

R10

R16

R16

SCALE: 1/2" = 1'-0"1 Wall Section 7 Tasting Room

B-12SCALE: 1/2" = 1'-0"2 Wall Section 12 Elec Room

B-12

SCALE: 1" = 1'-0"3 Wall Section 12a Elec-Pantry Head Detail

05-31-16Revisions Brewery Slab/Found08-19-16 R3

Revisions Brewery Slab/FoundR409-01-16Revisions Brewery Slab/FoundR509-14-16

Revisions 1 per comments PERMIT

Revisions PERMIT R303-23-17

Revisions PERMIT R606-07-17Revisions PERMIT R16 Wall Detail10-05-17