HomeMy WebLinkAboutBARN PLANSTHE CONTRACTOR/MANUFACTURER. SHALL CC
WITH THE FOLLOWING CODES AND ALL APPL
AMENDMENTS/SUPPLEMENTS:
2017 FLORIDA BUILDING CODE, 6TH EDITION
FL FIRE PREVENTION CODE, 6TH EDITION
)ING IS NOT DESIGNED FOR HUMANI
AND DOES NOT HAVE WATER, SEWER,
OR HVAC. SYSTEMS. THIS BUILDING IS
AS A MINOR STORAGE OCCUPANCY ONLY.
SAILOR ROAD
A. AL 36525
GRACELAND PORTABLE BUILDINGS, LLC
267 REUHAN STREET
PEARSON, CA 31642
GENERAL NOTES'
L STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH THE 2017 FLORIDA BUILDING CODE, 6TH' -
EDITION.
A
NOT BE USED
6. STRUCTURES ARE DESIGNED FOR LOCATIONS WITH
A SURFACE ROUGHNESS CATEGORY B AND A
TOPOGRAPHICAL FACTOR OF I.D. STRUCTURES
SHOULD NOT BE USED IN OTHER LOCATIONS.
7. STRUCTURES SHOULD HAVE METAL ROOF OR
OPTIONAL 25 YEAR RATED FIBERGLASS/ASPHALT
SHINGLES,
B. ALL STUDS, RAFTERS, COLLAR TIES, AND TRUSS
CHORDS -ARE SPFd2, U.N.O.
9. ALL EXTERIOR WOOD IS TO BE PRESSURE
TREATED..
10. ALL ROOF DECKING IS TO BE 15s' O.S.B.
11, ALL SIDING IS TO BE %' P.T. T—III 'PLYWOOD OR
DURATEMP.
12. ALL FLOOR JOISTS ARE TO BE. P.T. SYP N2.
13. ALL EXTERIOR NAILS.ARE TO BE HOT DIPPED
GALVANIZED.
14. ALL FLOOR DECKING IS TO BE %' P.T. PLYWOOD.
15. ALL SKIDS ARE TO BE 4xB P.T. SYP; RATED FOR
GROUND CONTACT.
2. ALL MATERIALS AND LABOR SHALL BE IN
16. THE STRUCTURE HAS BEEN DESIGNED TO RESIST
ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER
LOADS AS A COMPLETED STRUCTURE ONLY:
APPLICABLE LOCAL CODES AT THETIMEOF
APPLICATION OF CONSTRUCTION LOADS TO THE
MANUFACTURE.
PARTIALLY COMPLETED STRUCTURE SHALL BE
CONSIDERED BY THE CONTRACTOR AND INCLUDED IN
3. DRAWINGS SHALL NOT BE SCALED FOR
THE RESIGN OF SHORING, BRACING, FORM WORK, AND
DIMENSIONS.
OTHER SUPPORTING ELEMENTS .PROVIDED FOR
CONSTRUCTION OF THE STRUCTURE.
4 'ICTURBS ARE CLASSIFIED AS 'MINOR STORAGE
(OCCUPANCY CATEGORY 1) AND SHOULD
17. NO FIELD: SUPERWSION OR CONSTRUCTION
40T BE USED FOR HUMAN HABITATION.
ADMINISTRATION HAS BEEN PROVIDED BY THE
ENGINEER.
DESIGNED IN ACCORDANCE
-STH EDITION FOR A
f OF 180 MPH
1. 2017 FLORIDA BUILDING CODE. 6TH EDITION
FL FIRE PREVENTION CODE, 6TH EDITION
2, DEAD LOADS:
FLOOR: 10 PSF
LOFT: .5 PSF
ROOF: 10 PSF
3. LIVE LOADS:
FLOOR: 40 PSF
LOFT: 10 PSF
ROOF: 20 PSF (REDUCIBLE)
4, SNOW LOADS:
GROUND SNOW LOAD, Pg-25psf
FLAT ROOF SNOW LOAD, Pf=20psf
SNOW EXPOSURE FACTOR, Ce-1.2
SNOW LOAD IMPORTANCE FACTOR, 1=0.8
THERMALFACTOR, Ct-1.2
5. WIND LOADS:
BASIC WIND. SPEED, V-150 MPH
RISK CATEGORY = I
WIND EXPOSURE B
C&C ROOF -ZONE 1_23.3. —37.0 psf
C&C ROOF —ZONE 2-23.3. —64.5 psl
C&C ROOF —ZONE 3-23.3, —95.4 psf
C&C WALL —ZONE 4-40.5. —43.9 psf
C&C WALL —ZONE 5-40.5. —54.2 psf
6. SEISMIC LOADS:
THIS STRUCTURE IS EXEMPT FROM
SEISMIC DESIGN ,PER EXEMPTION 3 OF ASCE
7-10, SECTION 11.1.2. - -
TEMS BY OTHERS:
THE FOLLOWING ITEMS. ARE. NOT PROVIDED BY
RAILROAD CONSULTANTS, PLLC. AND ARE TOBE
DESIGNED BY OTHERS IF APPLICABLE AND_ 'ARE TO
BE SUPPLIED AND INSTALLED BY OTHERS. THESE
ITEMS MAY BE SUBJECT TO. LOCAL JURISDICTION
APPROVAL. RAILROAD CONSULTANTS. PLLC IS NOT
RESPONSIBLE THESE ITEMS.
1. RAMPS,. STAIRS, AND GENERAL ACCESS
SCANNED
BY
St. Lucie County
BUILDING I S•
!1 WIDTH 14' WIDTH'
Wx12' - •NOTE:(13'-0 ACTUAL)
14'x24'
lo. WIDIH 14x28'
10'x12' 14'x32'
101XI6' 14'x36'
14'x40''
12' WIDTH"
•'NOTE:(11'-2
12'x2O'
12'x24'
12'X28'
12'x32'
12'x4O'
a_V_w —
S-1—LB —
S-2-LB —
S-3—LB —
S-4—LB —
S-5—LB —
S-6—LB -
S-7—LB —
S-8—LB —
OCT 0 9 201.9
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SHEET'NUMBER
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'SCALE 1/4; 1'-1
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,
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8 LOCATED 4' FROM THEEND
AND SPACED NO GREATER THAN 8- (TYP)
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FOUNDATION:
1. ANCHORS ARE IRON ROOT DOUBLE HEAD EARTH
EOUNALENT GALVANIZED STRAPS WITH BUCKLE AND
`I; CHCRS AND STRAPS INCLUDING THE INSTALL
"E MINIMUM ALLOWABLE SOIL BEARING ACR
VERIFIED PRIOR TO CONSTRUCTION,
4 IF A MINIMUM ALLOWABLE SOIL BEARING ACR
5. FOOTINGS SHALL BE CARRIED TO AN ELEVATION
6..FOOTINGS SHALL BE PLACED ON SUITABLEI SOIL
8"916' SOLID
CAP BLOCK
8' CMU PIER
(3 COURSE .MAX)
—'PRIM JOISTS I 4"x16'xi6'
PT FLOOR J0157 ® 16' O.C. BLDG TIE —GOWN �'c,; v. ;. PRECAST
(REQ'D FOR ALL -BLDGS) CJ CONCRETE PAD
LOCATED 4' FROM THE ENDS
AND SPACED NO GREATER THAN 8- (TYP) FLAT, LEVEL
FOUNDATION PLAN PIER DETAIL —EXCAVATION
MASONRY: FREE OF DEBRIS
OMU Fm -= 1,S00 P51
NCHORS. PROVIDE ANCHOR AT EACH PERIMETER PIER GIRDER. PROVIDE. aY" — 12 go OR MORTAR P.m =. 1.900 PSI
'LOTTED PER THE BUILDING CODE. GROUT I'm - 3,500 PSI
ION SHALL MEET THE REOUIREMENTS OF APPENDIX E OF THE INTERNATIONAL RESIDENTIAL 'BUILDING
OF 2500 -psf HAS BEEN ASSUMED FOR .FOOTING DESIGN. CONTRACTOR TO HAVE THIS CAPACITY CONCRETE,
OF 1500psfIS USED, THEN THE PIER SPACING .SHALL BE NO GREATER THAN 4'-0. 1. MATERIALS (COMPRESSIVE STRENGTH AT 28 DAYS);
1WER THAN THOSE SHOWN ON THE DRAWINGS IF REOWRED TO REACH SUITABLE SOIL. FOOTINGS 3,000 PSI
4AT MEETS DESIGN ASSUMPTIONS. FOOTINGS AND EXTERIOR CONCRETE SWILL BE AIR —ENTRAINED
FOUNDATION ANCHORING TIE DOWN: ME PLANS WERE DESIGNED IN ACCORDANT
SYSTEM TO BE SITE DESIGNED AND WITH THE 2017 FBI 67H' EDMON- FOR A
LOCALLY PERMITTED THREE SECOND GUST OF 1S0 MPH
, LOFTED BARN--FL--V=15OMPH-+BC 2017
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GRACELAND PORTABLE
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BARDWELL KY42023 .ae:alEn Bn
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THE TIE ,DOWN, ENGINEERED
DOUBLE SLOT BUCKLE #59140
OR EOUAL.-REFER TO
MANUFACTURERS SPECIFICATIONS
FOR INSTALLATION
4'x6'-Ox12 CA min
STRAPping
SPEC.. GG-5781-H
RATCHET
IRON ROOT DOUBLE HEAD #54291 EARTH ANCHORS.
ANCHOR SYSTEM LOCATEDATEACH PIER.
OUTER SKID OUTER SKID
:L..s: FoTL 2
THESE PLANS WERE DESIGNED IN ACCORDANCE FOUNDATION ANCHORING TIE DOWN
WITH, THE 2017 FBC, 67H EDDION FORA
THREESYSTEM TO BE SITE DESIGNED AND
SECOND COST OF 190 MPH LOCALLY PERMITTED
,' 5;� LOFTED BARN--FL--V=150MPH--FBC 2017
RAILROAD CONSULTANTS;PLLC GRACELANDPORTABLE 140T7 SHEk7 NUMBER
�,' � o.�.awwora o BUILDINGS. LLC DME 12-ZB-17
'• OF �� ft.w�.cVltl Qm tli.PL 213 UPTOWN SQUARE /� LB
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0NA1. T`� "m""•TMR•„M,. ' PHONE: 615 883.1142 6ARDWELL,'KY42D23 Cwow er. DBO
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12'-0- TO 40'-0- (SEE SHEET S-0 FOR INCREMENTS)
rn LOFT W/ 2 x8" 05T ®24" O.C. (TYP)
(I). 4'-0" LOFT FOR BUILDINGS UP TO 12'
(2) 4'-0- LOFTS FOR BUILDINGS OVER 12' UP TO 20'
6'-0 LOFTS
W I R BUILDINGS 20' TO 24'
(2)(8� 0 LOFTS FORD BUILDINGS OVER 24' TO 40'
Ya4" WALL STUDS 0 16' O.C. (ttP)
o DOUBLED AT 48" O.0 FOR T-111 JOINT
FASTENING (TYP)
0
PT PLYWOOD
m I I
2) 2k4" TOP
PLATE END
WALL (TYP)
RIDGE
LINE (TYP)
WALL
BELOW (TYP)-
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1) FOR BUILDINGS GREATER THAN 400 SO. FT. THE EGRESS DOORS
ARE REQUIRED TO HAVE A MINIMUM OPENING. HEIGHT OF 80"
2) INSTALL %- FLOOR SHEATHING WITH LONG DIMENSION SPANNING
JOISTS, STAGGER JOINTS.
3) FASTEN III' FLOOR SHEATHING WITH 2" RING -SHANK NAILS 0 6"
O.C.
OTHER FRAMING NOTES-
1) 2.8 TOP PLATE W/ (2) 3"XD.1200 NAILS AT 16" O.C. TO 20
TOP PLATE.
3'-0 v 6'-0 CUSTOM BUILT DOORS
�( (1) 2z8 FITTED TOP PLATE OVER
�(1) 2x4 TOP PLATE SIDE WALLS
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STALL 3(6" ROOF SHEATHING WITH LONG DIMENSION SPANNING
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STEN 35e" ROOF SHEATHING, WITH 2" RING -SHANK NAILS 0 6"
�(2) 3'-0 x 6'-0 CUSTOM BUILT DOORS
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WITH.1
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=150MPH--FBC 2017
GRACELAND'PORTABLE
PP0,W ND' 14017
SHEET NUMBER
BUILDINGS, LLC
6807 HWY 62 WEST
D''m12=28-17
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BARDWELL,KY42W3
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'PHONE: (866) 574-7446
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SCALE: 1/4
File COPY
%* T-111 SIDING
20 STUDS 0 16"
W/ DOUBLE STUD
0 48' O.C.
2x4 BOTTOM PLATE
(2) 4x6 PT SYP SKID
DESIGNED IN A
GTH EDITION
OF 150 MPH
8'-0": OR 10'-O'
WIDE
i
346" OSB DECKING
W/ METAL ROOF (FIBERGLASS/ASPHALT
SHINGLES ARE OPTIONAL)
20 TRUSS 0 24" O.C.
W/ HELPER TRUSS
12" FROM END WALLS
rife" OSB
2x6 LOFT JOISTS
0 24" O.C.
%" TRTD PLYWOOD
2x6 TRTD FLOOR
JOIST 0 16' O.C.
(0 10' WIDE)
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2x4 STUDS 0 16"
e
W/ DOUBLE STUD
0 46" O.C.
2.4 BOTTOM PLATE
:S I 4'-8- CLR. VARIES
11' -2" OR 13'-0-2" OR 13'-OEM"
1' &4' WIDE&4' WIDE
"ha' OSS DECKING
�W/ METAL ROOF (FIBERGLASS/ASPHALT
SHINGLES ARE OPTIONAL)
2x4 TRUSS 0 24" O.C.
-W/ HELPER TRUSS
12" FROM END WALLS
346" O56
2x6 LOFT JOISTS
f��@ 24" O.C.
%" TRTD PLYWOOD
DECKING
91,e 24 TRTD FLOOR
JOIST 0 16- D.C.
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MURFREESBORO,
PHONE:(615) 6E
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1SHEET NOM13ER
8-4-LB
SCALE:-1/4'-T'-1
DATE 12-28-17
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METAL ROOFING OR OPTIONAL
25 YEAR FIBERGLASS
SHINGLES OVER (1)LAYER
OF 15 LB FELT PAPER
OVER �;ie OSB SHEATWG
OPTIONAL WINDOW (SEE NOTES FOR MORE INFO)
1-z4- PT TRIM (TYP)
V
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THESE PUNS WERE DESIGNED IN ACCORDANCE
MIN THE 2017 M BIM EDITION FOR A
THREE SECOND GUST OF 150 MPH
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1) PROVIDE A RIDGE VENT TYPICAL WITH INSECT SCREEN.
2).METAL ROOFING SHALL BE 29 GAUGE METAL IN ACCORDANCE WITH ASTM A 924 OR ASTM A
924M OVER OSS SHEATHING.
3) PROVIDE 29 GAUGE RIDGE CAP, EAVE TRIM AND RAKE TRIM.
4) INSTALL AND FASTEN METAL ROOFING PER MANUFACTURER'S INSTRUCTIONS FOR WIND LOADING.
5) OPTIONAL SHINGLES SHALL BE IN ACCORDANCE WITH ASTM D 7158 TYPE H OR ASTM D 3161F
TYPICAL.
0) INSTALL 1 LAYER OF 15 LB ROOFING FELT, .START WITH A 19- WIDE STRIP PARALLEL WITH
AND STARTING AT EAVES FASTENED SECURELY TO HOLD IN PLACE. START AT EAVE WITH A 38'
WIDE SHEET WITH OVERLAPPING SUCCESSIVE SHEETS BY 19'. FASTEN UNDERLAYMENT WITH
CORROSION —RESISTANT FASTENERS PER MAUFACTURER'S INSTRUCTIONS AND SPACED A MAXIMUM
OF 36' APART.
LOFTED BARN--FL--V=150MPH--F8C 2017
IAILROAD CONSULTANTS, PILL
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1142
GRACELAND PORTABLE
BUILDINGS. LLC
6807 HWY 62 WEST
BARDWELL, KY42023
PHONE: (866) 574-7446
'File C
SHEEP NUMBER
8-5-LB
SCALE: 1/4'-1'-0
8d INAILS 4:" DOWN FROM
THESE PLANS WERE DESIGNED IN: ACCORDANCE
WITH 'THE 2017 FBC, BTH EDITION FOR A
THREE SECOND GUST OF15D-MPH
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6" FROM EACH EDGE AND SPACED
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NO MORE THAN 3'-0' APART ALONG THE
ROOF TRUSS.
FASTENERS ARE 01ZS, 1' LONG
12" O.C. ®EACH
I (16" APART)
PAILS 314' FROM
EVERY 4" STRIP 8d NAIL IN BOTTOMMETAL ROOFING, (SCRW PATTERN)
. 2
4" O.C. EVERY 4' RING SH4NK NaLS 3" O.C.
® EDGES AND JOINTS r RING SHANK NAILS 6` D.C.
0 EACH JOIST (IC APART)
LOFTED BARN--FL--V=150MPH--FBC 2017
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BUILDINGS, LLC
6807 HWY 62 WEST
BARDWELL, KY42023
HONE: (866) 574-7446
02
SHEET NUMBER
8-6-LB
SCALE: 1%2'-1'
USS TO WALL CONNECTION
SIMPSON'-H2A W/ (5)
80 142' NAILS EACH END
OF CLIP (NOT SHOWN)
(2) 3"x0.120p NAILS
® 12" O.C.
2x4 STUD
(EN L.D)
(4) 3"xO.1200 NAILS
3'x0.1200 NAILS
TOE -NAILED TO TOP
(2) 2x4 STUDS 41 12" O.C.
72"x4"RUCTURAL
All MEMBERS
PLATE 0 EA TRUSS
(SIDEWALL)
ARE 2x4
(3) 3"x0.1200 NAILS TOP
PLATETO EACH STUD
PLATE (EA SIDE)
(6 TOTAL)
PC FLORIDA
(6) 3NOA200 NAILS
PRODUCT APPROVAL FLIB580
2 EACH ROW
20 ROOF TRUSS 0 24"
1"x4' TRIM (SEE ELEVATIO
(5) 3'x0.1200 NAILS 2x6
TO TRUSS TYPICAL EACH END
(1) 3"x0.1200 NAIL 0 8" O.C.
2x6 TOE -NAILED TO
3(I' T-I II OR OURATEMP
I
WERE DESIGNED IN ACCORDANCE
7 M BTN EDITION FOR A
) GUST OF 160 MPH
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W/ (5) 3'x0.1200
-NAILS TO TRUSS AND
TOP PLATE (2x4 IS FLAT
AND VERTICAL AGAINST
END WALL)
TOP
W/
I
CRIPPLE 20 STUD - NAIL TO
STUD W/ Sx0.1200
NAILS AT 8" O.C.
� 2z4 STUDS
NOTE: INSTALL H2.5A PER MANUFACTURE'S
RECOMMENDATIONS
4-CORNER & WALL DETAIL
(2)2x4 W/ )" SPACER
5'x0.1200 NAILS 2x4 �
� HEADER FOR OPENINGS
LESS THAN 48' WIDE
-NAILED HEADER TO
STUD
(2) 2x4 TOP PLATE
W/ V SPACER
(1) 2z4 HEADER
.HEADER FOR OPENINGS
M
BETWEEN 48' & 72"
2x4 70P PLATE
(2) 2z6
W/ Y2' SPACER HEADER FOR OPENINGS
72' OR WIDER
NOTE:
FOR 12' HIGH OR GREATER SIDEWALLS,
A. 48" MAX OPENING IS ALLOWED.
66-TYP DOOR FUMING
LOFTED BARN--FL--V=150MPH--FBC 2017
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1142
GRACELAND PORTABLE
BUILDINGS;.LLC
6SO7 HWY 62 WEST
BARDWELL, KY42023
PHONE: (866) 574-7446
File copy
SLEET NUMBER
S-7-12
SCALE 1'_i'
SIMPSON H2.5A W/
(5) O.131xVj' NAILS IN
FPAACH' END OF CLIP
2x4 STUD
2.4 STUD
ON EVERY SKID
(2) 3'x0.1200 NAILS
(4) 3'x0.1200 NAILS
O 16' 0:0.
O 16' O.C.
3§' PT DECKING
3'x0,1200 NAIL
O B"'O:C (6) 3'x0.120P 'NAILS
'OF
3"x0.1200
2x6 PT PULL BLOCK W/
EACH SIDEDOUBLE 2x6
NAIL
(12) 3'x0.1200 NAILS INTO
JOIST O 12' O.C.
O B"' O.C.
EACH SKID
2x6 PT PULL BLOCK W/
(12) 3'x0.1200 NAILS INTO
SIMPSON A23 CUP SCREWED
=ev
EACH SKID
2x6 RIM JOIST SIMPSON A23 CLIP SCREWED
2x6 RIM JOIST
(NOT SHOWN FOR CLARITY)
OR RING SHANK NAILS
I
(NOT SHOWN FOR CLARITY)
(4) 3'x0:1200 NAILS TOE —NAILED
2+4 PT PULL BLOCK W/
2+4 PT PULL BLOCK W
2x6 JOIST TO 4x6 SKID
4x6 PT SYP SKID (2) 3'xO,1200 O 6' NAILS
INTO 2x6 PT .PULL BLOCK
4x6 PT SYP SKID
2 3'xO.1200 ® 6' NAILS
INTO 2x6 PT PULL BLOCK
(LOCATED BETWEEN MIDDLE
(LOCATED BETWEEN MIDDLE
1—INNER & OUTER SKID nrreu ® EVERY H11CT
SENTRY DOOR NDWAI ISKIDS ONI
IST DETAI
3-REAR
SKIDS ONLY)
ENDWALI JOIST DETAIL
TOE —NAIL — SEE APPROPRIATE
SECTION FOR NAIL SIZE,
9
4—TOE—NAII DETAIL
THESE PLANS WERE DESIGNED IN A000RDANCEi
WRH THE 2017'FM STH EDMIDN FORA
THREE SECOND DUST OF 100 MPH
04
PT 2x4x48' LAP SPLICE FASTENED
WITH (2) — 3- RING SHANK NAILS 3- O.C.
EACH SIDE OF SKI.). (24 PER 2x4)'
4)(6 SKID WITH ilj' WIDE x 1' DEEP NOTCHES
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RAILROAD CONSULTANTS, PLLC _ GRACELAND PORTABLE PFW= 60` 14017 SNEEF NUMBER
213 UPTOWN SQUARE BUILDINGS, LLC um. 12-29-17
MURFREESBORO,.TN37129 6807HWY62WEST DRAIIINBr JCC PHONBARDWELL, KY42023 CH8-8-LB
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