28'x36' Custom Garage - Keystone Barn Supply LLC · 28'x36' custom barn style garage for symbol...
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FILE INFO. SEAL PROJECT NO. SHEET NO. DRAWING TITLE DATE REVISIONS FILE INFO. DRAWN BY FLOOR PLAN EXTERIOR ELEVATIONS A.1 BUILDERS' INFORMATION 28'x36' CUSTOM BARN STYLE GARAGE FOR SYMBOL LEGEND W1 D1 D2 D3 1 A.1 9'-0"x8'-0" INS. O.H. GARAGE DOOR WITH WINDOWS 8'-6"x8' WOODEN SINGLE SLIDER 3068 9-LITE RIGHT-HINGED IN-SWING DOOR 36"x42" SINGLE HUNG VINYL INS. WINDOW SHEET DETAIL IS LOCATED DETAIL NUMBER GENERAL NOTES 1. PROVIDE EROSION PROTECTION AS REQ'D BY ALL GOVERNING AUTHORITIES. CODE INFO. ON STRUCTURE: CONSTRUCTION TO CONFORM WITH DESIGN DOCUMENTS & ALL CODE REQTS. 1. FOUNDATIONS DESIGNED FOR ASSUMED ALLOWABLE NETSOIL BEARING PRESSURE OF 3000 PSF 3. DEAD LOADS AS FOLLOWS: - MAIN ROOF RAFTERS w/. SHINGLES - 10PSF - LEAN-TO RAFTERS w/. SHINGLES - 10 PSF 4. PLACE FILL & BACKFILL IN MAX. 8" LIFTS. COMPACT EACH LAYER UNDER FOOTINGS & SLABS TO A DRY DENSITY OF MIN. 95%. DO NOT BUILD ON SOILS LESS THAN INDICATED DESIGN STRENGTH. 5. CONCRETE TO HAVE 28-DAY MIN. COMPRESSIVE STRENGTH AS FOLLOWS: - 4000 PSI AT EXT. SLABS - 3000 PSI ALL OTHER LOCATIONS PROVIDE COVERING OF REINF. PER IBC TABLE 1907.7.1 PROVIDE CORNER BARS TO MATCH CONTIN. REIFN. LAP ALL REINF. MIN 24" W.W.F. TO LAP MIN. 8". 6. SLABS ON GRADE TO HAVE CONTROL JTS. SO AREA IS LESS THAN 625 S.F. WITH PATIO OF LENGTH-WIDTH OF AREA LESS THAN 15. 7. ALL STRUCTURAL WOOD TO BE GRADED LUMBER - MIN. S.P.F. OR #2 HEM-FIR UNLESS NOTED OTHEWISE. 8. CONTRACTOR IS RESPONSIBLE OF MEANS OF CONSTRUCTION, INCL. PROVIDNG GUYS, BRACING & SHORING AS REQUIRED FOR ALL LOADING CONDITIONS THROUGHTOUT CONSTRUCTION. CONTRACTOR IS NOT TO STORE MATERIALS IN EXCESS OF DESIGN LIVE LOADS WITHOUT APPROVAL OF ARCH. 9. ALL STAIRS & RAILING (IF ANY) TO CONFORM w/. LOADING REQTS. IN CODE 2. PROVIDE P.T. WD. WHERE IN CONTACT W/ EPOM ROOFING, FLASHING WATERPROOFING, MASONARY, CONCRETE OR EARTH. 3. ALL WOOD FASTENERS, HANGERS, ETC. IN CONTACT w/. P.T. WD. TO RECEIVE MIN. G90 GALV OR GREATER AS REQD. BY FASTENER MFR. FOR TYPE OF P.T. CHEMICAL USED AND/OR ENVIROMENT. 4. CONFORM TO ELECRIC REQTS. OF NEC 2002 INCL. GFIC RECEPTS. & GROUNDING OF CONC. SLABS ANIMAL USE AREAS. 5. LIGHTNING PROTECTION WILL BE INSTALLED COMPLYING w/ NFPA 780 6. FRAMING POSTS & STUDS 2x6 #2 SPF STUDS 16" O.C. P.T. 6x6 POSTS TO SUPPORT LVL BEAM 7. CONC. FOOTERS ARE SIZED ASSUMING A MIN. SOIL BEARING CAPACITY OF 3000 PSF 8. CONCRETE SLAB TO BE MIN. 4" THICK WITH WIRE-MESH 9. TOTAL AREA UNDER ROOF (INCLUDES OVERHANGS) - 1,280 SQ.F. RIGHT SIDE ELEVATION 2 A.1 FLOOR PLAN 1 A.1 FRONT ELEVATION 4 A.1 Approx. Grade Cont. Ridge Vent Architectural Shingles SCALE: 1/4" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" LEFT SIDE ELEVATION 3 A.1 SCALE: 3/16" = 1'-0" Board & Batten Vertical Siding 36'-0" (FRONT ELEVATION) 8'-0" 2'-0" 9'-0" 2'-0" 12'-0" 12'-0" 3-Ply 1.75" x 9.5" LVL Beam 30" Dia. Concrete Pillars #3500 Mix 6x6 Post 12' o.c. 14'-2 1/2" 10'-10 3/4" 10'-10 3/4" D1 SHOP AREA GARAGE AREA Non-Weight-Bearing Partition Wall (optional) 24" 19'-10" 12 12 16" 12 4 19'-10" 12 12 12 4 REAR ELEVATION 5 A.1 SCALE: 3/16" = 1'-0" Pourded Concrete Foundation Below Local Frost Line Approx. Grade 9'-6" TOP OF PLATE 36" Cupola (optional) 4 A.2 4 A.2 D1 D2 D3 W1 W1 W1 W1 W1 DO NOT SCALE DIMENSIONS OFF DRAWINGS. USE WRITTEN OR CALCULATED DIMENSIONS. ALL CONTRACTORS ARE RESPONSIBLE FOR CHECKING DIMENSIONS BEFORE ESTIMATING, ORDERING OR STARTING WORK. ALL WORK SHALL CONFORM TO CODES AND REQUIREMENTS OF LOCAL, COUNTY, STATE, NATIONAL BUILDING SAFETY CODES AND OTHER AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 1 A.1 SECTION NUMBER SHEET SECTION IS LOCATED 2. DESIGN LIVE LOADINGS AS FOLLOWS: - SNOW: 45 PSF PLUS DRIFT - WIND: 100 MPH (EXPOSURE C) - SEISMIC USE GROUP: 1 - SITE CLASS: D - SEISMIC FORCE RESIST: WD. FRAME - WEATHERING: SEVERE CONFIRM WITH YOUR LOCAL CODE OFFICIAL. PRINTS WILL BE SENT WITH THESE NUMBERS IF INFO IS NOT PROVIDED.
Transcript of 28'x36' Custom Garage - Keystone Barn Supply LLC · 28'x36' custom barn style garage for symbol...
FILE INFO.
SEAL
PROJECT NO.
SHEET NO.
DRAWING TITLE
DATE
REVISIONS
FILE INFO.
DRAWN BY
FLOOR PLANEXTERIOR ELEVATIONS
A.1
BU
ILD
ER
S' I
NF
OR
MA
TIO
N28
'x36
' CU
ST
OM
BA
RN
ST
YLE
GA
RA
GE
FO
R
SYMBOL LEGEND
W1
D1
D2
D3
1A.1
9'-0"x8'-0" INS. O.H. GARAGE DOOR WITH WINDOWS
8'-6"x8' WOODEN SINGLE SLIDER
3068 9-LITE RIGHT-HINGED IN-SWING DOOR
36"x42" SINGLE HUNG VINYL INS. WINDOW
SHEET DETAIL IS LOCATED
DETAIL NUMBER
GENERAL NOTES
1. PROVIDE EROSION PROTECTION AS REQ'D BY ALL GOVERNING AUTHORITIES.
CODE INFO. ON STRUCTURE:
CONSTRUCTION TO CONFORM WITH DESIGN DOCUMENTS & ALL CODE REQTS.
1. FOUNDATIONS DESIGNED FOR ASSUMED ALLOWABLE NETSOILBEARING PRESSURE OF 3000 PSF
3. DEAD LOADS AS FOLLOWS:- MAIN ROOF RAFTERS w/. SHINGLES - 10PSF- LEAN-TO RAFTERS w/. SHINGLES - 10 PSF
4. PLACE FILL & BACKFILL IN MAX. 8" LIFTS. COMPACT EACH LAYERUNDER FOOTINGS & SLABS TO A DRY DENSITY OF MIN. 95%.DO NOT BUILD ON SOILS LESS THAN INDICATED DESIGN STRENGTH.
5. CONCRETE TO HAVE 28-DAY MIN. COMPRESSIVE STRENGTH AS FOLLOWS:- 4000 PSI AT EXT. SLABS- 3000 PSI ALL OTHER LOCATIONSPROVIDE COVERING OF REINF. PER IBC TABLE 1907.7.1PROVIDE CORNER BARS TO MATCH CONTIN. REIFN.LAP ALL REINF. MIN 24" W.W.F. TO LAP MIN. 8".
6. SLABS ON GRADE TO HAVE CONTROL JTS. SO AREA IS LESS THAN 625 S.F.WITH PATIO OF LENGTH-WIDTH OF AREA LESS THAN 15.
7. ALL STRUCTURAL WOOD TO BE GRADED LUMBER - MIN. S.P.F. OR #2 HEM-FIRUNLESS NOTED OTHEWISE.
8. CONTRACTOR IS RESPONSIBLE OF MEANS OF CONSTRUCTION, INCL.PROVIDNG GUYS, BRACING & SHORING AS REQUIRED FOR ALL LOADINGCONDITIONS THROUGHTOUT CONSTRUCTION. CONTRACTOR IS NOT TO STOREMATERIALS IN EXCESS OF DESIGN LIVE LOADS WITHOUT APPROVAL OF ARCH.
9. ALL STAIRS & RAILING (IF ANY) TO CONFORM w/. LOADING REQTS. IN CODE
2. PROVIDE P.T. WD. WHERE IN CONTACT W/ EPOM ROOFING, FLASHINGWATERPROOFING, MASONARY, CONCRETE OR EARTH.
3. ALL WOOD FASTENERS, HANGERS, ETC. IN CONTACT w/. P.T. WD. TORECEIVE MIN. G90 GALV OR GREATER AS REQD. BY FASTENER MFR.FOR TYPE OF P.T. CHEMICAL USED AND/OR ENVIROMENT.
4. CONFORM TO ELECRIC REQTS. OF NEC 2002 INCL. GFIC RECEPTS.& GROUNDING OF CONC. SLABS ANIMAL USE AREAS.
5. LIGHTNING PROTECTION WILL BE INSTALLED COMPLYING w/ NFPA 780
6. FRAMING POSTS & STUDS2x6 #2 SPF STUDS 16" O.C.P.T. 6x6 POSTS TO SUPPORT LVL BEAM
7. CONC. FOOTERS ARE SIZED ASSUMING AMIN. SOIL BEARING CAPACITY OF 3000 PSF
8. CONCRETE SLAB TO BE MIN. 4" THICK WITH WIRE-MESH
9. TOTAL AREA UNDER ROOF (INCLUDES OVERHANGS) - 1,280 SQ.F.
RIGHT SIDE ELEVATION2
A.1
FLOOR PLAN1A.1
FRONT ELEVATION4A.1
Approx. Grade
Cont. Ridge Vent
ArchitecturalShingles
SCALE: 1/4" = 1'-0"
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
LEFT SIDE ELEVATION3A.1 SCALE: 3/16" = 1'-0"
Board & BattenVertical Siding
36'-0
" (
FR
ON
T E
LE
VA
TIO
N)
18'-0" 10'-0"
8'-0"
2'-0"
9'-0"
2'-0"
9'-0"
4'-8"
12'-0"
12'-0"3-Ply 1.75" x 9.5" LVL Beam
30" Dia. ConcretePillars #3500 Mix
6x6 Post 12' o.c.
9'-4"
14'-2
1/2
"10
'-10
3/4"
10'-1
0 3/
4"
12'-0"D1
SHOP AREA
36'-0"
GARAGE AREA
Non-Weight-Bearing Partition Wall (optional)
24"
36'-0"
19'-10"
1212
16"
12
4
19'-10"
1212
124
28'-0"
REAR ELEVATION5A.1 SCALE: 3/16" = 1'-0"
Pourded ConcreteFoundation Below
Local Frost Line
36'-0"
Approx. Grade
9'-6
" T
OP
OF
PL
AT
E
36" Cupola (optional)
4A.2
4A.2
D1
D2
D3
W1
W1
W1
W1
W1
DO NOT SCALE DIMENSIONS OFF DRAWINGS. USE WRITTEN OR CALCULATEDDIMENSIONS.
ALL CONTRACTORS ARE RESPONSIBLE FOR CHECKING DIMENSIONS BEFOREESTIMATING, ORDERING OR STARTING WORK.
ALL WORK SHALL CONFORM TO CODES AND REQUIREMENTS OF LOCAL,COUNTY, STATE, NATIONAL BUILDING SAFETY CODES AND OTHER AGENCIESAND AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.
1A.1
SECTION NUMBER
SHEET SECTION IS LOCATED
2. DESIGN LIVE LOADINGS AS FOLLOWS:- SNOW: 45 PSF PLUS DRIFT- WIND: 100 MPH (EXPOSURE C)- SEISMIC USE GROUP: 1- SITE CLASS: D- SEISMIC FORCE RESIST: WD. FRAME- WEATHERING: SEVERE
CONFIRM WITH YOURLOCAL CODE OFFICIAL.
PRINTS WILL BE SENTWITH THESE NUMBERSIF INFO IS NOT PROVIDED.
FILE INFO.
SEAL
PROJECT NO.
SHEET NO.
DRAWING TITLE
DATE
REVISIONS
FILE INFO.
DRAWN BY
WALL SECTION'Y' BRACE DETAILLEAN-TO DETAIL
BUILDING SECTION
A.2
BU
ILD
ER
S' I
NF
OR
MA
TIO
N28
' x 3
6' C
US
TO
M B
AR
N S
TY
LE G
AR
AG
EF
OR
WALL SECTION6
A.2
TYP. 'Y' BRACE DTL.2
A.2
BUILDING SECTION1A.2
WALL SECTION5
A.2
FOUNDATION DETAIL3A.2
SCALE: 5/16" = 1'-0"
SCALE: 9/16" = 1'-0"
SCALE: 9/16" = 1'-0"SCALE: 9/16" = 1'-0"
5
A.2
2x6 SPF Studs 16" o.c.
5/8" CDX Plywood
1x10 White Pine Board& Batten Siding (vertical)
Tyvek House Wrap
Approx. Grade
2 Ridge Beam
8"
(2) #4 Re-Bars inFTG. Continuous
2x6 P.T. Sill Plate
Sill SealerApprox. Grade
12" From Each Corner5/8"x12" Anchor Bolts 48" o.c.
16"
Vertical ReinforcemenAs Required by Code
If Required# 5 Bar 48" o.c.
8"
Pourded ConcreteFoundation Wall
6"
8" Conc. Foundation on 8"x16"Footing w/(2) #4 Re-Bars
See DTL. 3/A.2
Architectural Asphalt Shinglesw/15lb Felt on 1/2" CDX Plywood
2x12 SPF Ridge Beam
2x6 SPF Collar Ties 32" o.c.attached w/.(4) 8d galv. nails &(1) 1/2" through bolt each side
24"
24"
2x8 #2 SPF Rafters 16" o.c.
Attach Rafters to 2x12 Plate
2x10 #1 SYP Header
(3) 1.75" x 9.5" Cont. LVL Beams(placed on top of 12' o.c. 6x6 posts)
6x6 Post 6' o.c. placedon top of LVL's/top plate
6x6 Posts 12' o.c.
28'-0"
30" Dia. Concrete Pillarunder each 6x6 post
Concrete Apron(pitched 1/8" per ft.)
10'-6" 9'-0"
6" CompactedStone Base
5" Thick ConcreteSlab w/Wire Mesh
24"
Cont. 2x8 #2 SPF Rafters 16" o.c.
(2) 2x6 SPFTop Plate
Pine Board & Batten Vertical Siding(attached with ring-shank galv. nails)
5/8" CDX Plywood Sheathingwith Tyvek House Wrap
30 Year Arch. Asphalt Shinglesw/. #15 Felt on 1/2" CDX Plywood
H 2.5A Hurricane Ties @ Each Rafter
Min
. Bel
ow F
rost
Lin
e.
10'-0"
6"
6' Wide Concrete Apron (front of building)sloped 1/4" per each foot
1x Rough Pine Fascia
1x Rough Pine Soffit(vented)
2x4 L-Shaped Block 32" o.c.(attached to rafters & wall)
2x6 #2 SPF Studs 16" o.c.
16"x8" Concrete FTG.#3500 Mix
SCALE: 1" = 1'-0"
6
A.2
Attach Rafters to 2x12 & 2x6 Plates
Cont. 2x8 #2 SPF Rafters 16" o.c.
6x6 Posts 6' o.c. (attached to both rafters& top plate/LVL beam w/. 12d galv. nails)
2x12 #1 SYP Header (attached to postsw/. (6) 12d galv. nails @ each post)
6x6 ZMAX Strong-Tie Post Base Anchored toConcrete Pillar w/. 1/2"x10" Anchor Bolt
30" Dia. x 36" Deep ConcretePillars #3500 Mix
H-Custom Built Steel Bracket(w/. powder coated black finish)
2x8 SPF Rim Board(attached to rafters)
2x6 SPF Top Plate
18"
5.5"
5.5"
1/4" Thick Steel
17/32" Dia. HolesFor 1/2" Dia. Bolts
Alum. Gutter (optional)
Tripple 1.75"x9.5" LVL Beam
2x12 #1 SYP Header
2x8 SPF Rafters 16" o.c.
6x6 P.T. Post
4x6 P.T. 'Y' Brace
(2) 1/2"x6" H.D. Galv. Lags
(2) 1/2"x12" H.D. Galv. Through-Bolts
Attach LVL Beam to Post UsingCustom Made H-Steel BracketSee DTL. 6/A.2
24"
30"
36"
30 Year Architectural Asphalt Shingles
#15 Felt Over 5/8" CDX Plywood
24"
2x8 SPF Rafters 16" o.c.
BUILDING SECTION4A.2 SCALE: 5/16" = 1'-0"
19'-10"
16"
36'-0"
9'-0" 9'-0"
(3) 1.75"x9.5" LVL Header
2x8 SPF OverhangBlocks @ 24" o.c.
1x9 Pine Facsia
2x8 Face Borad
2x6 SPF CollarTies @ 32" o.c.
124
124
12
12
8'-0"
Poured ConcreteFoundation
12
12
Cont. 2x8 #2 SPF Rafters 16" o.c.
Attach Rafters to Ridge Beamw/. (3) 12d Galv. Nails Each Side
6x6 P.T. Posts 12' o.c.
(3) 1.75"x9.5" LVL Beams (nailed together)(beam attached to each post w/. P.C. H-steel
bracket & (8) 1/2" H.D. Galv Machine Bolts)
Steel Angle by Simpson Model #A44Zw/.(4) 10d Nails to Post and (4) 10d
Nails to Plate TYP Each Side (2)
45.00°
TYP 'Y' BraceSee DTL 2/A.2
FILE INFO.
SEAL
PROJECT NO.
SHEET NO.
DRAWING TITLE
DATE
REVISIONS
FILE INFO.
DRAWN BY
RAFTER DETAILS
A.3
BU
ILD
ER
S' I
NF
OR
MA
TIO
N28
' x 3
6' C
US
TO
M B
AR
N S
TY
LE G
AR
AG
EF
OR
15'-2
3/8
"
12'-7 5/8"
11'-1
1 7/
8"11'-11 7/8"
2'-3
3/4"
6 1/8"
15'-11 1/4"
12'-6 3/8" 6 1/8"
1'-10 1/4"
45.00°
153.50°
45.00° 18.50°
2"
4 3/
4"
5 1/2"
8 3/
4"
7 5/
8"
18'-0 5/8" 10'-0 5/8"
8'-5 3/4"8'-5 3/4"
CLEAN COPIES WITH DIMENSIONS REVEALED WILL BE EMAILED ONCE PAYMENT IS RECEIVED
28'x36' WOODEN BARN STYLE GARAGE
ATTENTION:
ALL SIZES MUST BE CONFIRMED BY CONTRACTOR / BUILDER BEFORE CONSTRUCTION.SIZES ARE GIVEN AS A COURTESY AND 100% ACCURACY CAN NOT BE GUARANTEED.DIMENSIONS WILL ONLY WORK IF BARN IS BUILT EXACTLY AS SHOWN ON PRINTS.ALTERING CONSTRUCTION IN ANY WAY WILL CHANGE RAFTERS DIMENSIONS.
KEYSTONE BARN SUPPLY LLC WILL NOT BE RESPONSIBLE FOR INCORRECT DIMENSIONSSHOWN ON THIS PRINT. ALL DIMENSIONS MUST BE CONFIRMED WITH BUILDER.
EXACT DIMENSIONS OF RAFTERS & METAL WILL DEPEND ON MANY FACTORS, SUCH ASTHICKNESS OF SIDING, IF BOTH, FACE BOARDS & FASCIA ARE USED AND OTHER FACTORS.
