12 1 HOUR Clg/Roof UL# P518 Pantry Elec/Water 113 114 2 ...

1
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

Transcript of 12 1 HOUR Clg/Roof UL# P518 Pantry Elec/Water 113 114 2 ...

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:

[email protected]

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

N G

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