Man
assa
s, V
A 20
109
9925
Dis
cove
ry B
oule
vard
BREW
ERY
- 992
5 D
isco
very
Bou
leva
rd, M
anas
sas,
VA
2010
9
THE
PIT
- 992
7 D
isco
very
Bou
leva
rd, M
anas
sas,
VA
2010
9
Sheet
ofProject No.:
Scale:
Chd:
Drawn:
Drawing Title:
Date:
B-12
Drawing Issue
phone:email:
7361 Clifton Road, Clifton, VA 20124
© Williams Design Group, LLC
THES
E DR
AWIN
GS
AND
SPE
CIFI
CATI
ONS
ARE
THE
PRO
PERT
Y AN
D C
OPY
RIG
HT O
F W
ILLI
AMS
DESI
GN
GRO
UP, L
LC. T
HEY
SHAL
L NO
T BE
USE
D O
R R
EPRO
DUCE
D F
OR
ANY
OTH
ER U
SE O
R W
ORK
EXC
EPT
BY W
RITT
EN A
GRE
EMEN
T W
ITH
WIL
LIAM
S DE
SIG
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ROUP
.
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