24’x40’ POLE BARN STYLE 4 CAR GARAGE/ · PDF file•metal siding and roof sample plan not ... scale 1/4" = 1" section g-g 2x6 beam ... 2x6 spring support screw to

24’x40’ POLE BARN STYLE4 CAR GARAGE/SHOP

•2-16’x9’ GARAGE DOORS

•1-10’x10’ BIPARTING SLIDING DOOR

•OPTIONAL WINDOWS (DETAILS INCLUDED)

•FRONT AND BACK PERSONNEL ENTRY DOORS

•4/12 PITCH ROOF

•METAL SIDING AND ROOFSam

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TITLE PAGE

14 BILL OF MATERIALS13 SPECIFICATIONS

2 BACK & LEFT ELEVATIONS1 FRONT & RIGHT ELEVATIONS

6 SECTION B-B, F-F, G-G

PAGE DESCRIPTION

3 FLOOR PLAN

INDEX

COPYRIGHT 2003 IDACAD463 North State, Preston, Idaho 83263Drafting, Design ServiceIDACAD PAGE TITLE:

POLE BARN STYLE 4 CAR GARAGE/SHOPPROJECT NAME

2440-PB-GBL-3DR-001

SCALE

PROJECT NO.:

PAGE

5 SECTION A-A, VIEW A, H1 INSTALLATION

7 BIPARTING DOOR FRAME AND POST NOTCHING DETAILS8 BACK ENTRY DOORWAY FRAME AND GARAGE DOOR FRAME DETAILS, SECT. D-D, H-H9 SECTION C-C, E-E, OPTIONAL WINDOW FRAME ELEVATION DETAIL10 FRONT ENTRY DOOR FRAME DETAILS

12 FRAME PICTORIAL, LPT4 INSTALLATION, H3 INSTALLATION, DOOR AND WINDOW SCHED.11 OPTIONAL POST FOOTING DETAILS

4 ELECTRICAL PLAN

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METAL CORNER TRIM

FRONT & RIGHT ELEVATIONS

POSSIBLE SOURCES OF DOOR HARDWARE INCLUDE BUT ARE NOT LIMITED TO:

STANLEY HARDWARECROWN INDUSTRIALRICHARDS-WILCOX, INC.

METAL SIDING

METAL SIDING

METAL ROOFING

12'

FLOOR

VENTEDSOFFIT

CEILINGHEIGHT

METAL CORNER TRIM

METAL FASCIA

1'

12'

FLOOR

CEILING HEIGHT

METAL FASCIA

16'-5

"

PEAKHEIGHT

16'-5

"

RIGHT ELEVATION

1'

METAL FASCIA

VENTEDSOFFIT

VENTED RIDGEMETAL ROOFING

FRONT ELEVATION

RISE 4RUN 12

PEAK HEIGHT



2440-PB-GBL-3DR-001

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NOTE: WINDOWS ARE AT OWNERS OPTION.

METAL CORNER TRIM

METAL CORNER TRIM

BACK & LEFT ELEVATIONS

METAL ROOFING

METAL FASCIA

METAL ROOFING

METAL FASCIA

12'

FLOOR

CEILING HEIGHT

VENTEDSOFFIT

12'

FLOOR

CEILING HEIGHT1'

BACK ELEVATION

VENTED RIDGE

LEFT ELEVATION

METAL SIDING

16'-5

"1'

PEAK HEIGHT

RISE 4

16'-5

"

METAL SIDINGNOTE: WINDOWS ARE AT OWNERS OPTION.

RUN 12

VENTEDSOFFIT

GRADE

METAL FASCIA

PEAK HEIGHT



2440-PB-GBL-3DR-001

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7'7'

10'

24'

8' 8' 4' 8' 8'4'

20' 20'

40'

1'-012"

8' 8'-834"

2'-234"

8'-834" 8'

1'-012"2'-23

4"

9'-012" 10'-111

2" 10'-1112" 9'-01

2"

20' 20'

40'

8'8'

8'

24'

A

FLOOR PLAN

3

B

A

NOTE:WINDOWS ARE TO BE INSTALLED AT OWNERS OPTION. THE NUMBER, SIZE, STYLE AND PLACEMENT ARE AT OWNERS OPTION.

4" CONC. SLABREINF. W/ 6X6-6/6 WELDED WIRE MESH AND REBAR PER CODEON 4" COMPACTED GRAVEL

22B

1



2440-PB-GBL-3DR-001

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463 North State, Preston, Idaho 83263

IDACADDrafting, Design Service

ELECTRICAL PLANPAGE TITLE:

POLE BARN STYLE 4 CAR GARAGE/SHOPCOPYRIGHT 2003 IDACADPROJECT NAME

SCALE 1/8" = 1'

2440-PB-GBL-3DR-001PROJECT NO.:

PAGE 4

110 VOLT OUTLET, SPLIT WIRED, QUADRUPLEX110 VOLT OUTLET, WEATHER PROOF

110 VOLT OUTLET, CEILING DROP CORD

110 VOLT OUTLET110 VOLT OUTLET, CEILING MOUNT

CEILING FAN/LIGHTFLUORESCENT LIGHT

LIGHT SWITCHGARAGE DOOR OPENER SWITCH

PORCH LIGHT

$

WP

~~

BREAKER BOX

~~ ~~ ~~ ~~

220 VOLT OUTLET

WP

WPWP

WP

WPWP

$$$

$$$

3

3

3

3$ $

LEGEND

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2x4 BLOCKING BETWEEN LOOKOUTS

ENGINEERED REDUCED GABLE END TRUSS 2x4 PURLINSON SIDE @24" O.C.

METAL ROOFING

2x12 TRACK ATTACHMENT HEADER INSET 1 1/2" INTO OUTSIDE OF POST

2x12 BEAMINSET 1 1/2" DEEPINTO OUTSIDE OF POST

SIMPSON H1 TIE OR EQUAL ALL INTERMEDIATE TRUSSESSIMPSON H3 TIE OR EQUAL ALL END TRUSSES

2x12 TRACK ATTACHMENT HEADER INSET 1 1/2" INTO OUTSIDE OF POST

METAL DRIP EDGE2x8 FASCIA BOARD

METAL FASCIA

METAL SIDING

DOUBLE 2x12 BEAMINSET 3" DEEP

INTO OUTSIDE OF POST

SCALE: 1/4" = 1"VIEW A

SECTION A-A, VIEW A, H1 INSTALLATION

POST

VENTED SOFFIT

1'-0"

CONC. FTG. SEE OPTIONS PAGE 10

3 ROWS PRESSURE TREATED 2x6

INSET 1 1/2" DEEPINTO OUTSIDE OF POST

2x6 TOP PLATE

8" DIA. PRESSURE TREATED POST OR EQUAL

2x6 NAILERSINSET 1 1/2" DEEP


ENGINEERED END TRUSS

7'

2x4 LOOKOUTSON EDGE @24" O.C.

VIEW A

SCALE: NTSSIMPSON H1 INSTALLATION

ENGINEERED TRUSS

9'-0

1 2"

7'-0

1 2"

CEILING HEIGHT

12'

5'-0

1 2"

3'-0

1 2"

7'

SECTION A-A

1'-0

1 2"4'M

IN.

FLOOR

BLOCKING BETWEEN TRUSSES PER CODE

PLATE

HEADER BEAM

TRUSS

SIMPSON LPT4 OR EQUAL @ 4' O.C.

SCALE 1/8" = 1'

CONC. FOOTING, ALL FOUR FRONT POSTUSE CONCRETE BACKFILL STYLEALL OTHERS MAY USE ANOTHER OPTION CONC. SLAB, THICKENED

EDGE AT LARGE DOORS SEE SECTION C-C FOR SLAB CONSTRUCTION DETAIL

2440-PB-GBL-3DR-001PROJECT NO.:

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PAGE TITLE:IDACADDrafting, Design Service463 North State, Preston, Idaho 83263

PROJECT NAME

POLE BARN STYLE 4 CAR GARAGE/SHOP SCALE COPYRIGHT 2003 IDACADSam

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SECTION B-B, F-F, G-G

SEE DOOR FRAMING DETAILS PAGE 7

SECTION B-B

METAL ROOFING2x4 PURLINS ON SIDE@ 24" O.C.

8" DIA. PRESSURE TREATEDOR EQUAL POST

4'

3'-0

1 2"

1'-0

1 2"

2x4 OUTSIDETRIMMER PRESSURETREATED OR EQUALNOTCH TO FIT AROUND NAILERS/HEADERS

SCALE 1/4" = 1"SECTION F-F

2x6 NAILERS

3 ROWS PRESSURE

TREATED 2x6

CONC. BACKFILLED FTG. SEE PAGE 10

METAL FASCIA

2x8 FASCIA BOARD

9'-0

1 2"

7'-0

1 2"

2x6 TOP PLATE

2x12 BEAMINSET 1 1/2"


12'

5'-0

1 2"

FLOOR

SOFFIT

2x4 LOOKOUTS ON EDGE@24" O.C.

GRAVEL


ENGINEERED INTERMEDIATE TRUSS40 LB LIVE LOAD, 15 LB DEAD LOAD@24" O.C.

CONC. SLAB THICKENED EDGE AT LARGEDOORS SEE SECTION C-C

3 ROWS PRESSURE TREATED 2x6 INSET 1 1/2" DEEP INTO OUTSIDE OF POST

METAL SIDING

2x4 ROUGH SILLW/ DOUBLE 2x6 BEAM BENEATH

2x4 INSIDE TRIMMER

2x6 NAILER

2x6 NAILER

2x4 INSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND NAILERS

DOUBLE 2x6 HEADERW/ 1/2" SPACER BETWEEN

2x4 OUTSIDETRIMMER PRESSURETREATED OR EQUALNOTCH TO FIT AROUND NAILERS/HEADERS

3 ROWS PRESSURE

TREATED 2x6

SCALE 1/4" = 1"SECTION G-G

2x6 BEAMINSET 1 1/2" INTO

OUTSIDE OF POST

SLIDING DOOR TRACK INSTALL PER MFGR'SINSTRUCTIONS

REDUCED GABLE ENGINEERED END TRUSS

DOUBLE 1 3/4"x14" LVL HEADER

DOUBLE 2x12 BEAM


SIMPSON LPT4 OR EQUAL @ 4' O.C.

SIMPSON H1 TIE OR EQUAL ALL INTERMEDIATE TRUSSESSIMPSON H3 TIE OR EQUAL END TRUSSES

SCALE 1/8" = 1'

2x6 NAILER



2440-PB-GBL-3DR-001

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2x12 TRACK BACKER/HEADER INSET1 1/2" INTO OUTSIDE OF POST

2x12 HEADER INSET 1 1/2"INTO OUTSIDE OF POST

BUILDING OUTSIDE

BUILDING OUTSIDE

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BUILDINGINSIDE

NOTE:ALL MATERIAL IS PRESSURE TREATED 2x4 OR EQUAL.ALL JOINTS ARE HALF LAP.GLUE ALL JOINTS WITH POLYURETHANE WOOD GLUE OR EQUIVALENT.USE RUST RESISTANT SCREWS ON ALL JOINTS.MAKE TWO IDENTICAL FRAMES.INSTALL DOORS WITH A MINIMUM 1" CLEARANCE AT THE BOTTOM.INSTALL ALL DOOR HARDWARE ACCORDING TO MFGR'S INSTRUCTIONS.

8'

6'

4'

10'

SIDE POST NOTCHING DETAILSCALE 1/2" = 1' SCALE 1/2" = 1'

END POST NOTCHING DETAIL

BIPARTING DOOR FRAME AND POST NOTCHING DETAILS

BUILDINGINSIDE

BUILDING OUTSIDE

2'

BUILDING OUTSIDE

SCALE 1/8" = 1'DOOR FRAME

5'

IF AN OVERLAP IS WANTED BETWEEN THE DOOR AND DOORWAY INCREASETHIS DIMENSION BYTHE DESIRED OVERLAP

CORNER POST NOTCHING DETAILSCALE 1/2" = 1'

BUILDING END OUTSIDE

BUILDING SIDE OUTSIDE

BUILDING INSIDE

1 1/2"

5 1/

2"

11 1

/4"

3" 1 1/2"11

1/4

"

5 1/

2"

1 1/2"

1 1/

2"

3"

11 1

/4"

5 1/

2"

1 1/2"



2440-PB-GBL-3DR-001

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16'

GARAGE DOOR FRAME DETAIL (SECTION A-A VIEW)SCALE 1/8" = 1'

SCALE 1/2" = 1'SECTION D-D

3 ROWS PRESSURE

TREATED 2x6

2x4 INSIDE TRIMMER

2x6 NAILERS

2x12 BEAM

2x6 TOP PLATE

BACK ENTRY DOOR FRAME PLAN DETAILSCALE 1/4" = 1'

PRESSURE TREATED2x4 OUTSIDE TRIMMER

8'-9 3/4" MIN. LONG

FLOOR

POST

BACK ENTRY DOORWAY FRAME AND GARAGE DOOR FRAME DETAILS, SECT. D-D, H-H

BACK ENTRY DOOR FRAME ELEVATION DETAILSCALE 1/4" = 1'

FLOORD

C

D

2x4 OUTSIDE TRIMMER

2x4 TRIMMER BACKER

DOUBLE 2x12 HEADER

6'10

"

DOUBLE 2x12 BEAM

2x6 SPRING SUPPORT SCREW TO ALL PLATES AND CRIPPLE

2x6 HEADERBOTTOM PLATE

C

POSTNAILER

SCALE 1/2" = 1'SECTION H-H

PRESSURE TREATED2x4 TRIMMER BACKER

11'10 1/2" LONG

PRESSURE TREATED2x4 INSIDE TRIMMER

6'10" LONG

R.O

.3'

-2"

9'A

BOVE

CO

NC

. F

LOO

R

HH

2x6 FRAMED HEADER SUPPORT TRIMMERPRESSURE TREATEDOR EQUAL

2x6 TOP PLATE

DOUBLE 1 3/4"x14" LVL HEADER

DOUBLE 2x6 HEADER BEAM SUPPORT TRIMMER PRESSURE TREATED OR EQUAL SCREW TO POST AND NAILERS

2x6 FRAMED HEADER SUPPORT TRIMMER

PRESSURE TREATEDOR EQUAL

DOUBLE 2x6 HEADER BEAM SUPPORT TRIMMER PRESSURE

TREATED OR EQUAL SCREW TO POST AND NAILERS

POSTNAILER

2x6 HEADER TOP PLATE

DOUBLE 2x6 HEADER BEAM SUPPORT TRIMMER PRESSURE TREATED OR EQUAL SCREW TO POST AND NAILERS

2x6 CRIPPLE

2x6 FRAMED HEADER SUPPORT TRIMMERPRESSURE TREATED OR EQUAL



2440-PB-GBL-3DR-001

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BUILDING OUTSIDE

BUILDING OUTSIDE

BUILDING OUTSIDE

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2x6 SPRING SUPPORTSCREW TO CRIPPLE

AND ALL PLATES 2x6 TOP PLATE

NOTE:1. ILLUSTRATED WINDOW ROUGH OPENING IS 3'-0"x2'-6".2. WINDOW HEADER HEIGHT IS 6'-10".3. ADJUST ROUGH SILL HEIGHT AND OPENING WIDTH TO SUIT DESIRED WINDOW PER MANUFACTURES INSTRUCTIONS.4. WINDOW FRAME MATERIALS ARE NOT ON BILL OF MATERIALS LIST.

DOUBLE 2x6 HEADERW/ 1/2" SPACER BETWEEN

2x4 ROUGH SILLW/ DOUBLE 2x6BEAM UNDERNEATH

2x4 TRIMMER BACKERPRESSURE TREATED OR EQUAL

2x4 INSIDE TRIMMER

2x4 INSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND BEAMS

OPTIONAL WINDOW FRAME DETAIL (OUTSIDE ELEVATION VIEW)SCALE 1/4" = 1'

2x4 OUTSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND BEAMS

4" COMPACTED GRAVEL

4" CONC. SLABREINFORCED W/ 6X6-6/6

WELDED WIRE MESH AND REBAR PER CODE

2x6 CRIPPLE@16" O.C.

2x6 TRIMMERPRESSURE TREATED OR EQUAL

2x4 INSIDE TRIMMER

SECTION C-C

SECT. C-C, E-E, OPTIONAL WINDOW FRAME ELEVATION DETAIL

2x4 TRIMMER BACKERPRESSURE TREATED OR EQUAL

2x4 OUTSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND BEAMS

SECTION E-ESCALE 1/2" = 1'

SCALE 1/4" = 1'

2x4 ROUGH SILL

THICKENED EDGE UNDERGARAGE DOORS

2x6 HEADER TOP PLATE

9'

1'1'

FLOOR

2x6 HEADER BOTTOM PLATE

DOUBLE 1 3/4"x14" LVL BEAM

3 ROWS PRESSURE

TREATED 2x6

FLOOR

GF

2x6 NAILERS

2x12 BEAM

E

GF

E

2x6 TOP PLATE



2440-PB-GBL-3DR-001

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FRONT ENTRY DOOR FRAMEFROM OUTSIDESCALE 1/4" = 1'

DOUBLE 2x12 BEAM

2x6 TOP PLATE

2x6 OUTSIDE TRIMMERPRESSURE TREATED OR EQUALDOUBLE 2x12 HEADER

1x6 CENTER TRIMMERPRESSURE TREATED OR EQUAL

FLOOR

2x6 INSIDE TRIMMERPRESSURE TREATED OR EQUAL

2x6 NAILERS

3 ROWS PRESSURE

TREATED 2x6

DOUBLE 1 3/4"x14" LVL GARAGE DOOR HEADER

DOUBLE 1 3/4"x14" LVL GARAGE DOOR HEADER

2X6 GARAGE DOOR PLATE2X6 GARAGE DOOR CRIPPLE

2X6 GARAGE DOOR PLATE2X6 GARAGE DOOR TRIMMER

PRESSURE TREATED OR EQUAL

DOUBLE 2X6 GARAGE DOOR POSTPRESSURE TREATED OR EQUAL

PRESSURE TREATED OR EQUAL POST6'

-10"

3'-2"

FRONT ENTRY DOOR FRAMEPLAN VIEWSCALE 1/2" = 1'

DOUBLE 2X6 GARAGE DOOR POSTPRESSURE TREATED OR EQUAL

2X6 GARAGE DOOR TRIMMERPRESSURE TREATED OR EQUAL

2x6 INSIDE TRIMMERPRESSURE TREATED OR EQUAL

1x6 CENTER TRIMMERPRESSURE TREATED OR EQUAL

PRESSURE TREATED OR EQUAL POST

2x6 OUTSIDE TRIMMERPRESSURE TREATED OR EQUAL

2x6 NAILERS

COPYRIGHT 2003 IDACAD463 North State, Preston, Idaho 83263Drafting, Design ServiceIDACAD FRONT ENTRY DOOR FRAME DETAILS

PAGE TITLE:


2440-PB-GBL-3DR-001

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OPTIONAL POST FOOTING DETAILS

1'-6" MIN. DIA.PER CODEIF GREATER

CONCRETE FOOTINGREINFORCE PER CODE

SPIKES OR LAG SCREWS

CONCRETE FOOTING WITH SPIKED ANCHORAGE

TREATED WOOD

POLE

9" MIN.PER CODE

IF GREATER

TAMPED FILL CONCRETE FOOTINGREINFORCE PER CODE

CONCRETE BACKFILL

GRAVEL1'-7" MIN. DIA.PER CODEIF GREATER

9" MIN.OR PER CODEIF GREATER

1'-6" MIN. DIA.PER CODE IF GREATER


TREATED WOOD POLE

9" MIN.PER CODE

IF GREATER CONCRETEFOOTING

TAMPED FILLTREATED

WOOD POLE

CONCRETEBACKFILL

4" MIN.

TREATED WOOD POLE


TAMPED FILL


GALVANIZED METAL STRAP

CONCRETE FOOTING WITH STRAP ANCHOR

9" MIN.PER CODE

IF GREATER


GRAVEL

CONCRETE COLLARREINFORCE PER CODE

LAG BOLTS

2'-0"MAX.

REINFORCED CONCRETE COLLAR

FOR USE IN TEMPERATECLIMATES (FROST LINENO DEEPER THAN 2'-0")

12" MIN.PER CODE

IF GREATER

TREATED WOOD

POLE

TAMPED FILL

FROST

LINE



2440-PB-GBL-3DR-001

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FRAME PICTORIAL, LPT4 INSTALLATION, H3 INSTALLATION, DOOR AND WINDOW SCHED.

NOTE:FRAME PICTORIAL IS ONLY TO GIVE A GENERAL IDEA OF HOW FRAME PARTS FIT TOGETHER IT IS NOT AN ACTUAL REPRESENTATION OF THE FINISHED FRAME. USE THE DETAILED DRAWINGS FOR ACTUAL CONSTRUCTION INFORMATION.

NOTE:WINDOWS ARE TO BE INSTALLED AT OWNERS OPTION. THE NUMBER, SIZE, STYLE AND PLACEMENT ARE AT OWNERS OPTION.

BIPARTING SLIDING DOORSECTIONAL GARAGE DOOREXTERIOR ENTRY DOOR

SYMBOL SIZE DESCRIPTION QTYDOOR AND WINDOW SCHEDULE

3'x6'-8"

1O'x10'

123

16'x9'122

2x6 PLATE

SIMPSON STRONG TIEH3 INSTALLATION SCALE NTS

END TRUSS

NAIL 2x6 TOP PLATES TO HEADERS AND NAILERS W/ 16d NAILS @ 12" SPACING FRONT, BACK, AND SIDES. ADD LPT4 ON FRONT BACK AND SIDES @ 4' O.C.

HEADER OR NAILER

SIMPSON STRONG TIELPT4 INSTALLATION SCALE NTS

2x6 TOP PLATE

FRAME PICTORIALSCALE NTS



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General Specifications and Notes General: Construction shall meet all applicable codes and ordinances. Site Work: 1. Make sure setbacks are in compliance with local building codes. 2. All stumps, roots, and organic matter shall be removed from the soil in the area of the

building. 3. Lot must be graded to insure proper drainage away from building. 4. Soil should not be a highly expansive soil type without having a soil report preformed

by a soils engineer and receiving approval from local building department to construct building on said type soil.

Concrete: 1. All slabs are to be 4” concrete over 4” gravel unless otherwise noted on the plans. 2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5” maximum slump. 3. Reinforcing to be ASTM A 615-Bars with Fy=60 ksi lap 30 diameter minimum at

splices or weld per ACI Std. in footings. 4. Reinforcing to be ASTM A 185-welded wire mesh in slabs. Roof Framing: 1. For spans and dimensions refer to plans. 2. Use Simpson or equal anchors at each truss to wall connection 3. Use Simpson or equal anchors at plate to beam or plate to nailer joints. General framing: (Douglas Fir) 1. Exterior wall framing to be as shown on drawings. 2. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless

otherwise noted. 3. Use redwood or pressure treated posts and use redwood or pressure treated lumber for

beams closer than 8” to the ground and for any other use where the lumber is closer than 8” to the ground or on cement.

Door and window framing: 1. Door and window manufacturer specified rough opening dimensions shall take

precedence over drawing rough opening dimensions if there is a conflict.

PAGE 13

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Size Item Count Un2x6-8ft+ nailers 20 ea 2x6-16ft+ nailers 12 ea 2x6-16ft+ fir plate 3 ea 2x6-8ft+ fir plate 5 ea 2x6-18ft+ fir plate 2 ea 2x6-16ft+ nailers-pressure treated 9 ea 2x6-8ft+ nailers-pressure treated 15 ea 2x12" door header 14 ft2x12-16ft beam 6 ea 2x12-12ft beam 2 ea 2x12-8ft beam 9 ea 1 3/4x14"-16'-7" lvl header beam 4 ea 2x6"-17 1/2" fir stud (cripple) 28 ea 2x6-18 garage door header - lumber 4 ea 12x3x3/4 metal siding 49 ea 2x4-10ft biparting door frame-pressure treated 10 ea 2x4-12ft biparting door frame-pressure treated 4 ea 1x4-16ft+ garage door casing 71 ft1x6 garage door jamb 71 ftTR-0 roof truss 19 ea TR-1 roof truss-reduced gable, end 2 ea 2x8"-16'+ ridge board - lumber 41 ft2x8"-42' fascia - lumber 2 ea 2x8"-14' rafters - lumber 4 ea 2x4-16'+ rafters - lumber 140 ft2x4-3' lookout rafters - lumber 32 ea 2x4-18'+ purlin rafters - lumber 32 ea

vented ridge cap 42 ftroofing metal 1151 sqftgable fascia 55 fteave fascia 84 ftmetal drip edge 139 ft

36x80x1 3/4R ext. hinged door - prehung 2 ea 2x4-12ft back entry door frame-pressure treated 2 ea 2x4-10ft back entry door frame-pressure treated 2 ea 2x4-8ft back entry door frame-pressure treated 2 ea 2x6-12ft front entry door frame-pressure treated 2 ea 2x6-8ft front entry door frame-pressure treated 2 ea 1x6-8ft front entry door frame-pressure treated 2 ea 16'x9' garage door 2 ea 2x6-12ft garage door post-pressure treated 8 ea 2x6-10ft garage door trimmer-pressure treated 4 ea 2x6-3ft garage door spring support 2 ea 8" dia. x 16ft min. posts, pressure treated 14 ea

BILL OF MATERIALS

Warning:

PAGE 14

This is a computer generated estimate of the materials needed. It is not to be construed as an accurate or complete list of materials. For a more accurate list of materials needed, you will have to

calculate it by hand.

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Documents

24’x40’ POLE BARN STYLE 4 CAR GARAGE/ · PDF file•metal siding and roof sample plan not ... scale 1/4" = 1" section g-g 2x6 beam ... 2x6 spring support screw to