West Deptford NJDOT Pole Barn Repairs and Siding STATE OF ...
24’X32’ 3 CAR GARAGE POLE BARN STYLE FRAMEsdscad.com/pdf/2432poleg.pdf24’X32’ 3 CAR GARAGE...
Transcript of 24’X32’ 3 CAR GARAGE POLE BARN STYLE FRAMEsdscad.com/pdf/2432poleg.pdf24’X32’ 3 CAR GARAGE...
24’X32’ 3 CAR GARAGEPOLE BARN STYLE FRAME
•3’ ENTRY DOOR•2 WINDOWS, 1 @ EA. END•1-16’X7’ GARAGE DOOR•1-9’X7’ GARAGE DOOR•4” CONCRETE SLAB
•8’ WALLS•4/12 PITCH SHINGLED ROOF•VINYL OR ALUMINUM SIDING
TITLE PAGEPAGE TITLE:
DDPDrafting, Design of Preston463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESS
11 DOORWAY FRAME DETAILS, SECTIONS H-H, J-J12 SECTIONS E-E, F-F, G-G WINDOW FRAME ELEVATION DETAIL
14 FRAME PICTORIAL, DOOR & WINDOW SCHEDULE13 OPTIONAL POLE FOOTING DETAILS
ORDERED BY:
DRAWN BY:
L. MOORE
16 BILL OF MATERIALS15 SPECIFICATIONS
PROJECT NO.:
SCALE NTSDATE:
PAGE OF
3 BACK ELEVATION
1 FRONT ELEVATION
8 SECTION B-B
PAGE DESCRIPTION
7 SECTION A-A
5 FLOOR PLAN
10 POLE DETAILS
INDEX
2 RIGHT ELEVATION
4 LEFT ELEVATION
9 SECTION C-C, D-D, H1 DETAIL, APRON SECTION
6 ELECTRICAL PLAN
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
FRONT ELEVATION
8"M
IN. T
OS
IDIN
G
PROJECT NAME AND ADDRESSDDPDrafting, Design of Preston463 North State, Preston, Idaho 83263
POLE BARN STYLE 3 CAR GARAGEPAGE TITLE:
GRADE
METAL DRIP EDGE
BOXED CORNICE
PROJECT NO.:ORDERED BY:
L. MOOREDRAWN BY: DATE:
4/2/03
2432-PB-GBL-3CG-001
PAGE 1 OF 16SCALE 1/4" = 1'
FLOOR
CEILING
12'-8
"
8'
1'
VENTED RIDGE CAP40 YR ARCHITECTURAL SHINGLESOVER 30# FELT ON 5/8" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICE
WOOD, ALUM., OR VINYL VENTED SOFFITS. MAT'L OF OWNERS CHOICE.
RAIN GUTTER
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICEOVER HOUSE WRAP ON 1/2" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
463 North State, Preston, Idaho 83263
POLE BARN STYLE 3 CAR GARAGEDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
RIGHT ELEVATIONPAGE TITLE:
ORDERED BY:
PAGE 2 OF 16SCALE 1/4" = 1'4/2/03L. MOOREDRAWN BY: DATE:
2432-PB-GBL-3CG-001PROJECT NO.:
40 YR ARCHITECTURAL SHINGLESOVER 30# FELT ON 5/8" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
BOXED CORNICE
CEILING
FLOORGRADE
12'-8
"
RUN 12
1'
RISE 4
VENTED RIDGE CAP
METAL DRIP EDGE
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICE
WOOD, ALUM., OR VINYL VENTED SOFFITS. MAT'L OF OWNERS CHOICE.
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICEOVER HOUSE WRAP ON 1/2" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
RAIN GUTTER
8'
8"M
IN. T
OS
IDIN
G
GRADE
8"M
IN. T
OS
IDIN
G
PROJECT NAME AND ADDRESSDDPDrafting, Design of Preston463 North State, Preston, Idaho 83263
POLE BARN STYLE 3 CAR GARAGEPAGE TITLE:
GRADE
METAL DRIP EDGE
BOXED CORNICE
PROJECT NO.:ORDERED BY:
L. MOOREDRAWN BY: DATE:
4/2/03
2432-PB-GBL-3CG-001
SCALE 1/4" = 1'
FLOOR
CEILING
12'-8
"
8'
1'
VENTED RIDGE CAP40 YR ARCHITECTURAL SHINGLESOVER 30# FELT ON 5/8" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICE
WOOD, ALUM., OR VINYL VENTED SOFFITS. MAT'L OF OWNERS CHOICE.
RAIN GUTTER
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICEOVER HOUSE WRAP ON 1/2" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
BACK ELEVATION PAGE 3 OF 16
463 North State, Preston, Idaho 83263
POLE BARN STYLE 3 CAR GARAGEDDPDrafting, Design of Preston
PROJECT NAME AND ADDRESS
LEFT ELEVATIONPAGE TITLE:
ORDERED BY:
PAGE 4 OF 16SCALE 1/4" = 1'4/2/03L. MOOREDRAWN BY: DATE:
2432-PB-GBL-3CG-001PROJECT NO.:
40 YR ARCHITECTURAL SHINGLESOVER 30# FELT ON 5/8" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
BOXED CORNICE
CEILING
FLOORGRADE
12'-8
"
RUN 12
1'
RISE 4
VENTED RIDGE CAP
METAL DRIP EDGE
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICE
WOOD, ALUM., OR VINYL VENTED SOFFITS. MAT'L OF OWNERS CHOICE.
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICEOVER HOUSE WRAP ON 1/2" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
RAIN GUTTER
8'
8"M
IN. T
OS
IDIN
G
GRADE
8' 8' 8' 8'32'
8'8'
8'24
'
2'-4"
2'-4"2'-4"6'-10"14'-10"10'-4"
3'-6
"8'
-6"
12'
2'
1 1
1
23
AA
DD
32'
12'
CONC. APRON
3 1/2" CONC. SIDEWALKON 4" COMPACTED GRAVEL
CC
BB
POLE BARN STYLE 3 CAR GARAGEPROJECT NAME AND ADDRESS
Drafting, Design of Preston463 North State, Preston, Idaho 83263
DDP 2432-PB-GBL-3CG-001ORDERED BY:
FLOOR PLANPAGE TITLE:
4/2/03DATE:DRAWN BY:
L. MOORE SCALE 1/4" = 1'
PROJECT NO.:
PAGE 5 OF 16
4" CONC. SLAB W/ THICKENED EDGE AT GARAGE DOORS, ON 4" MIN. COMPACTED GRAVEL OR SAND.REINFORCE W/ 6X6-6/6 WELDED WIRE MESH, AND REBAR PER CODE.
#2 MINIMUM STL DWLS @ 24" O.C.
$$
WP
WP
POLE BARN STYLE 3 CAR GARAGEPROJECT NAME AND ADDRESS
Drafting, Design of Preston463 North State, Preston, Idaho 83263
DDP 2432-PB-GBL-3CG-001ORDERED BY:
PAGE TITLE:
4/2/03DATE:DRAWN BY:
L. MOORE SCALE 1/4" = 1'
PROJECT NO.:
ELECTRICAL PLAN PAGE 6 OF 16
WP
$
LEGEND
DUPLEX CONVENIENCE OUTLET
WEATHERPROOF DUPLEX OUTLET
CEILING MOUNT OUTLET
SWITCH
GARAGE DOOR OPENER SWITCH
CEILING LIGHT FIXTURE, OWNERS CHOICE
WALL MOUNT LIGHT FIXTURE, OWNERS CHOICE
BREAKER BOX
WP
NOTE:1. MOUNT CONVENIENCE OUTLETS @ OWNER DESIGNATED DISTANCE ABOVE FLOOR.2. MOUNT WEATHERPROOF OUTLETS @ OWNER DESIGNATED DISTANCE ABOVE GRADE.3. MOUNT SWITCHES @ OWNER DESIGNATED DISTANCE ABOVE FLOOR.4. CONVENIENCE AND WEATHERPROOF OUTLETS SHALL BE ON GFCI CIRCUITS.
WP
GRADE
VENTED RIDGE CAP
40 YR ARCHITECTURAL SHINGLESOVER 30# FELT ON 5/8" OR THICKER
EXTERIOR GRADE PLYWOOD OR EQUAL
ENGINEERED TRUSS @ 24" O.C. 30 PSF LIVE LOAD 15 PSF DEAD LOAD
RISE 4
RUN 12METAL DRIP EDGE
RAIN GUTTER
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICEOVER 2 X 6 FASCIA BOARD
WOOD, ALUM., OR VINYLVENTED SOFFITS. MAT'L OF OWNERS CHOICE.
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICE OVER HOUSE WRAP ON 1/2" OR THICKER EXTERIORGRADE PLYWOOD OR EQUAL
POLE BARN STYLE 3 CAR GARAGE
463 North State, Preston, Idaho 83263Drafting, Design of PrestonDDP PROJECT NAME AND ADDRESS
PAGE TITLE:
ORDERED BY:
2432-PB-GBL-3CG-001
SCALE 1/4" = 1'L. MOOREDRAWN BY:
4/2/03DATE:
PROJECT NO.:
2 X 4 NAILER
2 X 8 TOP PLATE TRIMMED TO 7"
INSIDE 2 X 12 HEADER BEAM INSET 1 1/2" DEEP INTO INSIDE OF POST
2 X 6 NAILER
3 ROWS 2 X 6 PRESSURE TREATED OR EQUAL
8" MIN
.TO
SID
ING
1'-2
3 4" 1'-8
"TY
P.
4' M
IN. O
RP
ER C
OD
E IF
GR
EAT
ER
CONC. FOOTING SEE OPTIONS
6 X 6 PRESSURE TREATED OR EQUAL POST
4 X 6 PRESSURE TREATED OR EQUAL POST
4" MIN. COMPACTED GRAVEL OR SAND
SEE WINDOW FRAME DETAIL
4" CONC SLAB W/ THICKENED EDGE AT GARAGE DOORS. REINFORCE W/ 6x6-6/6
WELD WIRE MESH, AND REBAR PER CODE
SEE DOOR FRAME DETAILS
SEE GARAGE DOOR FRAME DETAILS
6 X 6 PRESSURE TREATED OR EQUAL POST
SECTION A-A PAGE 7 OF 16
2 X 4 LOOKOUT
VERTICAL HEADER BEAM SUPPORT
@ EA. POST
NOTE:HEADER BEAM SUPPORTS SHALL BE 2 X 6 WHEN ATTACHED TO THE 6" FACE OF THE POST AND 2 X 4 WHEN ATTACHED TO THE 4" FACE OF A POST . THE SUPPORT SHALL BE ATTACHED TO THE POST WITH SPIKES @ 4" O.C.
GRADE
SIMPSON H1 HURRICANE TIEOR EQUAL EACH TRUSS
OUTSIDE 2 X 12 HEADER BEAM
ENGINEERED TRUSS @ 24" O.C. 30 PSF LIVE LOAD 15 PSF
DEAD LOAD
SEE GARAGE DOOR FRAME DETAILS
GRADE
1'-2
3 4" 1'-8
"TY
P.
6 X 6 PRESSURE TREATED OR EQUAL POST
FRONT AND BACK WALLS
4" CONC SLAB W/ THICKENED EDGE AT GARAGE DOORS. REINFORCE W/ 6x6-6/6
WELD WIRE MESH, AND REBAR PER CODE 4" MIN. COMPACTED GRAVEL OR SAND CONC. FOOTING
SEE OPTIONS
3 ROWS 2 X 6 PRESSURE TREATED OR EQUAL
HORIZONTAL ALUM. OR VINYL SIDING, MAT'L OF OWNERS CHOICE OVER HOUSE WRAP ON 1/2" OR THICKER EXTERIOR GRADE PLYWOOD OR EQUAL
2 X 6 NAILER
WOOD, ALUM., OR VINYL SOFFITS. MAT'L OF OWNERS CHOICE.
ALUM. OR VINYL FASCIA, MAT'L OF OWNERS CHOICEOVER 2 X 6 FASCIA BOARD2 X 4 LOOKOUT
@ 24" O.C.
2 X 8 TOP PLATE TRIMMED TO 7"
2 X 12 INSIDE HEADER BEAM INSET 1 1/2" DEEP
INTO INSIDE OF POST
SEE GARAGE DOOR FRAME DETAILS
2 X 6 FLY RAFTER 2 X 12 INSIDE HEADER BEAM INSET 1 1/2" DEEP INTO INSIDE OF POST
ENGINEERED REDUCED GABLE END TRUSS 30 PSF LIVE
LOAD 15 PSF DEAD LOAD
SIMPSON H1 HURRICANE TIEOR EQUAL EACH TRUSS
BOXED CORNICE
METAL DRIP EDGE
8"M
IN. T
OS
IDIN
G
4' M
IN. O
RP
ER C
OD
E IF
GR
EAT
ER
GRADE
VERTICAL HEADER BEAM SUPPORT
@ EA. POST
NOTE:HEADER BEAM SUPPORTS SHALL BE 2 X 6 WHEN ATTACHED TO THE 6" FACE OF THE POST AND 2 X 4 WHEN ATTACHED TO THE 4" FACE OF A POST . THE SUPPORT SHALL BE ATTACHED TO THE POST WITH SPIKES @ 4" O.C.
PROJECT NO.:
SCALE 1/4" = 1'
2432-PB-GBL-3CG-001POLE BARN STYLE 3 CAR GARAGE
463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESS
Drafting, Design of PrestonDDP ORDERED BY:
SECTION B-BPAGE TITLE:
4/2/03L. MOOREDRAWN BY: DATE:
PAGE 8 OF 16
2 X 6 NAILER
3 ROWS 2 X 6 PRESSURE TREATED OR EQUAL
4" COMPACTED GRAVEL OR SAND
4" CONC. SLABREINFORCED W/ 6X6-6/6
WELDED WIRE MESH, AND REBAR PER CODE
SECTION C-CSCALE 1/4" = 1'
THICKENED EDGE UNDERGARAGE DOORS
6'-1
1 1/
2"
1'
1'
FLOOR
2 X 8 HEADER BOTTOM PLATE TRIMMED TO 7",GLUED AND NAILED TO LVL BEAM
GLUE W/ CONSTRUCTION ADHESIVE AND USE 10d NAILSSPACED NO CLOSER THAN 4" TO EACH OTHER
2 X 8 TOP PLATE TRIMMED TO 7"
SCALE: NTSSIMPSON H1 INSTALLATION
4 EA. 9 1/2 X 1 3/4" LVL GLUED W/ CONSTRUCTION ADHESIVE AND EACH LVL NAILED TO THE
ADJOINING LVL WITH A MINIMUM OF 2 ROWS OF 16d NAILS @ 12" O.C.
DOOR TRIM (ADD AFTER DOOR INSTALLATION TO ENSURE PROPER FIT)
4" CONC. SLABREINFORCED W/ 6X6-6/6
WELDED WIRE MESH, AND REBAR PER CODE
6'-1
1 1/
2"
4" COMPACTED GRAVEL OR SAND
FLOOR
THICKENED EDGE UNDERGARAGE DOORS
1'
SECTION D-DSCALE 1/4" = 1'
1'
9 1/2 X 1 3/4" LVL
2 X 8 HEADER BOTTOM PLATE TRIMMED TO 7",GLUED AND NAILED TO LVL BEAMS
GLUE W/ CONSTRUCTION ADHESIVE AND USE 10d NAILSSPACED NO CLOSER THAN 4" TO EACH OTHER
DOOR TRIM (ADD AFTER DOOR INSTALLATION TO ENSURE PROPER FIT)
2 X 8 TOP PLATE TRIMMED TO 7"
DDP463 North State, Preston, Idaho 83263Drafting, Design of Preston
PROJECT NAME AND ADDRESS
PAGE 9 OF 16SECT. C-C, D-D, H1 DETAIL, APRON SECT.PAGE TITLE:
ORDERED BY:
SCALE L. MOOREDRAWN BY: DATE:
PROJECT NO.:
6 1/
2"
2'-9"
4"
12'
4" CONC. SLABREINFORCED W/ 6X6-6/6WELDED WIRE MESH, AND REBAR PER CODE
#2 STL DWLS @ 24" O.C.
2- #4 MINIMUM CONTINUOUS STEEL DWLS
#2 MINIMUM STEEL DWLS @ 24" O.C.
VIEW A
2- #4 MINIMUM CONTINUOUS STEEL DWLS
VIEW A
SCALE 1/4" = 1'APRON @ SECTION C-C & D-D
SCALE 1/4" = 1'VIEW A
2- #4 MINIMUM CONTINUOUS STEEL DWLS
4" COMPACTED GRAVEL
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
BUILDINGINSIDE
Drafting, Design of Preston463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESS
4 X 6 END POST DETAILSCALE 3/4" = 1'
DDP
SCALE 3/4" = 1'SIDE POST DETAIL
PAGE TITLE:
POLE DETAILS
ORDERED BY:
BUILDINGINSIDE
BUILDING OUTSIDE
BUILDING OUTSIDE
PAGE 10 OF 16
CORNER POST DETAILSCALE 3/4" = 1'
L. MOOREDRAWN BY: DATE:
PROJECT NO.:
SCALE 1/8" = 1'
4 X 6 POST
2 X 4 VERTICAL BEAM SUPPORT
2 X 6 VERTICAL BEAM SUPPORT
6 X 6 POST
2 X 6 VERTICAL BEAM SUPPORT
BUILDINGSIDE
OUTSIDE BUILDINGINSIDE
6 X 6 POST
BUILDING ENDOUTSIDE
1 1/2"
11 1
/4"
11 1
/4"
11 1
/4"
1 1/2"
DOOR POST DETAIL (VIEW FROM INSIDE)SCALE 3/4" = 1'
2 X 6 VERTICAL BEAM SUPPORT
11 1
/4"
BUILDING OUTSIDE
BUILDINGINSIDE
6 X 6 POST
11"
1 1/
2"
3"
DOOR SIDE
NOTCH FOR INSIDE 2 X 12
TOP VIEW
ELEVATION
TOP VIEW
ELEVATION
TOP VIEW
ELEVATION
ELEVATION
SCALE 3/4" = 1'(LOOKING FROM 2 X 12 SIDE)
DOOR POST DETAIL
11 1
/4"
11 1
/4"
11"
1 1/2"
6 X 6 POST
2 X 6 VERTICAL BEAM SUPPORT
BUILDING OUTSIDE
2 X 12 NOTCH
TOP VIEW
SCALE 3/4" = 1'DOOR POST VERTICAL BEAM SUPPORT DETAIL
3"
2 1/2"
1/4"
2 X 6
ELEVATIONELEVATION
TOP VIEW
LVL DOOR HEADER
SIDE
2 X 12 HEADER BEAM SIDE
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
DOOR HEADER NOTCH 3"
DOOR WIDTH
GARAGE DOOR FRAME DETAIL (SECTION A-A VIEW)SCALE 1/8" = 1'
Drafting, Design of Preston
PROJECT NAME AND ADDRESS
463 North State, Preston, Idaho 83263
3 ROWS PRESSURE
TREATED 2 X 6
INSIDE TRIMMER
2 X 6 NAILER
2 X 12 BEAM
TOP PLATE
ENTRY DOOR FRAME PLAN DETAILSCALE 1/4" = 1'
PRESSURE TREATED2 X 4 OUTSIDE TRIMMER
FROM FLOOR TO TOP PLATE
DDP
FLOORPOLE
DR. WAY FRAME DET'S., SECT. H-H, J-J
ENTRY DOOR FRAME ELEVATION DETAIL (FROM INSIDE)SCALE 1/4" = 1'
PAGE TITLE:
FLOOR
ORDERED BY:
L. MOOREDRAWN BY: DATE:
OUTSIDE TRIMMER
TRIMMER BACKER
2 X 12 HEADERW/ 1/2" SPACER BETWEEN BEAM AND HEADER
6'10
"
2 X 12 INSIDE BEAM
2 X 8 HEADERBOTTOM PLATE
SECTION H-H
PRESSURE TREATED2 X 4 TRIMMER BACKER
FROM FLOOR TO TOP PLATE
PRESSURE TREATED2 X 4 INSIDE TRIMMER
6'10" LONG
R.O
.3'
-2"
6'-1
11 2"A
BO
VE
CO
NC
. FL
OO
R
PAGE 11 OF 16
PROJECT NO.:
SCALE
2 X 8 TOP PLATE
HEADER BEAM
2 X 6 NAILER
3 ROWS PRESSURE TREATED 2 X 6
H H J J
(9' DOOR POST & HEADER)SCALE 1/2" = 1'
9 1/2 X 1 3/4" LVL
2 X 8 BOTTOM HEADER PLATE TRIMMED TO 7"GLUE AND NAIL PER SECTION D-D INSTRUCTIONS
9 1/2 X 1 3/4" LVL
6 X 6 POLE
2 X 12 OUTER HEADER BEAM
2 X 12 INNER HEADER BEAM
2 X 12 INNER HEADER BEAM
SECTION J-J
SCALE 1/2" = 1'(16' DOOR POST & HEADER)
6 X 6 POLE
2 X 12 OUTER HEADER BEAM4 EA. 9 1/2 X 1 3/4" LVL GLUE AND NAIL
PER SECTION C-C INSTRUCTIONS
POLE
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
BUILDINGOUTSIDE
2 X 6 NAILER
TOP PLATE
NOTE:1. ILLUSTRATED WINDOW ROUGH OPENING IS 3'-0" X 2'-6".2. WINDOW HEADER HEIGHT IS 6'-9 3/4" ABOVE FLOOR.3. ADJUST ROUGH SILL HEIGHT AND OPENING WIDTH TO MANUFACTURES' SPECIFICATIONS FOR THE WINDOWS SELECTED BY OWNER.4. WINDOW FRAME MATERIALS ARE NOT ON BILL OF MATERIALS LIST.
2 X 4 ROUGH SILLW/ DOUBLE 2 X 6BEAM UNDERNEATH
2 X 4 TRIMMER BACKERPRESSURE TREATED OR EQUAL
2 X 4 INSIDE TRIMMER
2 X 4 INSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND NAILERSWINDOW FRAME DETAIL
(OUTSIDE ELEVATION VIEW)SCALE 1/4" = 1'
2 X 4 OUTSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND BEAMAND NAILERS
PROJECT NAME AND ADDRESS
Drafting, Design of Preston463 North State, Preston, Idaho 83263
2 X 4 INSIDE TRIMMER
DDPSECT. E-E, F-F, G-G, WNDW FRM EL. DET.
2 X 4 TRIMMER BACKERPRESSURE TREATED OR EQUAL
2 X 4 OUTSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND BEAMAND NAILERS
SECTION E-ESCALE 1/2" = 1'
PAGE TITLE:
2 X 4 ROUGH SILL
ORDERED BY:
L. MOOREDRAWN BY: DATE:
3 ROWS PRESSURE
TREATED 2 X 6
FLOOR
GF
2 X 6 NAILERS
2 X 12 HEADER BEAM
E
GF
E
PAGE 12 OF 16
PROJECT NO.:
SCALE
2 X 4 OUTSIDETRIMMER PRESSURETREATED OR EQUALNOTCH TO FIT AROUND BEAMAND NAILERS
SCALE 1/4" = 1"SECTION F-F
2 X 6 NAILERS
3 ROWS PRESSURE
TREATED 2 X 6
2 X 4 ROUGH SILLW/ DOUBLE 2 X 6 BEAM BENEATH
2 X 4 INSIDE TRIMMER
2 X 6 NAILER2 X 4 INSIDE TRIMMERPRESSURE TREATED OR EQUALNOTCH TO FIT AROUND NAILERS
2 X 4 OUTSIDETRIMMER PRESSURETREATED OR EQUALNOTCH TO FIT AROUND BEAMAND NAILERS
3 ROWS PRESSURE
TREATED 2 X 6
SECTION G-G
2 X 6 NAILER
FLOOR GRADE
FLOOR GRADE
SCALE 1/4" = 1"
2 X 12 HEADERW/ 1/2" SPACER
BETWEEN
2 X 8 TOP PLATE TRIMMED TO 7"
2 X 12 HEADER BEAM
1 1/2 X 2 FILLER1 1/2 X 2 FILLER
UNDER 2 X 12 BEAM
2 X 8 TOP PLATE TRIMMED TO 7"
2 X 12 HEADER BEAM
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
BUILDING OUTSIDE
SCALE NTSL. MOORE PAGE 13 OF 16463 North State, Preston, Idaho 83263 OPTIONAL POLE FOOTING DETAILS
1'-6" MIN. DIA.OR PER CODEIF GREATER
CONCRETE FOOTINGREINFORCE PER CODE
SPIKES OR LAG SCREWS
CONCRETE FOOTING WITH SPIKED ANCHORAGE
TREATED WOOD
POLE
PROJECT NAME AND ADDRESS
Drafting, Design of Preston
9" MIN.OR PER CODEIF GREATER
DDP
TAMPED FILL
PAGE TITLE:
ORDERED BY:
CONCRETE FOOTINGREINFORCE PER CODE
CONCRETE BACKFILL
GRAVEL1'-6" MIN. DIA.OR PER CODEIF GREATER
9" MIN.OR PER CODEIF GREATER
1'-6" MIN. DIA.OR PER CODE IF GREATER
CONCRETE FOOTINGREINFORCE PER CODE
TREATED WOOD POLE
9" MIN.OR PER CODEIF GREATER CONCRETE
FOOTING
TAMPED FILLTREATED
WOOD POLE
CONCRETEBACKFILL
4" MIN.
TREATED WOOD POLE
1'-6" MIN. DIA.OR PER CODEIF GREATER
TAMPED FILL
CONCRETE FOOTINGREINFORCE PER CODE
GALVANIZED METAL STRAP
CONCRETE FOOTING WITH STRAP ANCHOR
9" MIN.OR PER CODEIF GREATER
DRAWN BY: DATE:
PROJECT NO.:
1'-6" MIN. DIA.OR PER CODEIF 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.OR PER CODEIF GREATER
TREATED WOOD
POLE
TAMPED FILL
FROST
LINE
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
FRAME PICT., 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,WITH THE EXCEPTION AS SHOWN ABOVE.
Drafting, Design of Preston463 North State, Preston, Idaho 83263
PROJECT NAME AND ADDRESSDDPPAGE TITLE:
ORDERED BY:
SECTIONAL GARAGE DOORSECTIONAL GARAGE DOOREXTERIOR ENTRY DOOR LH
SYMBOL SIZE DESCRIPTION QTYDOOR AND WINDOW SCHEDULE
PAGE 14 OF 16L. MOOREDRAWN BY:
1
DATE:
WINDOW
PROJECT NO.:
SCALE NTS
3' X 6'-8"
16' X 7'
123
9' X 7'
2111
OWNER CHOICE OF STYLE
ADD FILLER BLOCKS ON ALL DOOR FRAME POLES IN SPACES INDICATED
2432-PB-GBL-3CG-001
4/2/03
POLE BARN STYLE 3 CAR GARAGE
OWNERSCHOICE
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 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.
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BILL OF MATERIALSSize Item Count2x8-16ft top plate, trimmed to 7" 6 ea.2x8-8ft top plate, trimmed to 7" 4 ea.2x8-16'-6" garage door beam bottom plate, trimmed to 7" 1 ea.2x8-9'6" garage door beam bottom plate, trimmed to 7" 1 ea.2x6-16ft nailers back wall 4 ea.2x6-12ft nailers end wall 6 ea.2x6-8ft nailers end wall 2 ea.2x6-8ft nailers front wall 2 ea.2x6-20 in vertical supports/filler blocks 19 ea.2x6-20 1/4 in vertical supports/filler blocks 4 ea.2x4-20in vertical supports/filler blocks 4 ea.2x12-16ft header beam 6 ea.2x12-8ft header beam 4 ea.2x12-38in ex door header beam 1 ea.1 3/4"x9 1/2"-16'-6" lvl garage door header 4 ea.1 3/4"x9 1/2"-9'-6" lvl garage door header 2 ea.2x4-8ft pressure treated fir stud, ex door frame 6 ea.2x6-16ft pressure treated bottom nailers 12 ea.2x6-8ft pressure treated bottom nailers 9 ea.8" wide Siding, Vinyl 1472 ft.4x8x1/2 Sheet Plywood-exterior 34 ea.
house wrap 986 sqft.1x4-16ft+ garage door casing 56 ft.7 in garage door jamb 56 ft.1x4-16ft+ ext. door casing 18 ft.7 in ext. door jamb 18 ft.
roof truss 15 ea.roof truss, reduced gable, end 2 ea.
2x6" ridge board - lumber 33 ft.2x4"-34' soffit nailer - lumber 2 ea.2x6"-14' fly rafters - lumber 4 ea.2x4"-8' lookout rafters - lumber 16 ea.2x4"-1' soffit lookout - lumber 34 ea.
ridge vent 34 ft.ridge cap 34 ft.Roofing Dimensional Comp. 932 sqft.
4x8x5/8 sheets roof sheathing 30 ea.2x6" gable fascia 55 ft.2x6" eave fascia 68 ft.
metal drip edge 123 ft.gutter 68 ea.downspout 2 ea.window 2 ea.
108x84 garage door 1 ea.192x84 garage door 1 ea.36x80x1 3/4L ext. entry door 1 ea.wall mount Porch Lantern 3 ea.ceiling mount light fixture 3 ea.
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