HomeMy WebLinkAboutProduct Approval; Residential Lawn Storage ShedIntertek
January 16, 2018
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Graceland Portable Buildings, LLC
Agency Plan Number: GBP-GARDEN-150
Dear Mr. Campbell:
Intertek-PSI Tel +1407 304 5560
1748 33`d Street Fax +1407 304 5561
Orlando, FL 32839 intertek.com/building
Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
A signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries, Inc.
Victor C. Martin, PE #82379
Department Manager — Plans Examiner
Building Science Solutions (;Opv
CC: Lee Johnston — Graceland Portable Buildings, LLC — Iohnston@gracelandpb.com
Ili Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek
Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI'), Architectural Testing Inc. ("INTERTEK-0((
ATI"), and MT Group Inc. ("INTERTEK-MT").
www.intertek.com/building
PSI naaa Xrol 101e-Oi15
ODE CRITERIA: 5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT DESIGN CRITERIA: BUILDING SIZES:
HAVE A 3 SECOND WIND GUST OF 150 MPH (MAX).
THE CONTRACTOR/MANUFACTURER SHALL COMPLY STRUCTURES SHOULD NOT BE USED IN OTHER 1. 2017 FLORIDA BUILDING CODE, 6TH EDITION 8' WIDTH 14' WIDTH'
NITH THE FOLLOWING CODES AND ALL APPLICABLE LOCATIONS.
4MENDMENTS/SUPPLEMENTS:
2017 FLORIDA BUILDING CODE, 6TH EDITION
=L FIRE PREVENTION CODE, 6TH EDITION
'ROJECT NOTE:
THIS BUILDING IS NOT DESIGNED FOR HUMAN
-IABITATION AND DOES NOT HAVE WATER, SEWER,
_LECTRICAL OR HVAC SYSTEMS. THIS BUILDING IS
DESIGNED AS A MINOR STORAGE OCCUPANCY ONLY
3UILDING ADDRESSES:
ACS PORTABLE BUILDINGS, LLC
3555 SAILOR ROAD
2REOLA, AL 36525
3RACELAND PORTABLE BUILDINGS, LLC
267 RELIHAN STREET
�EARSON, GA 31642
:7ENERAL NOTES:
I. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
NITH THE 2017 FLORIDA BUILDING CODE, 6TH
-DITION.
6. STRUCTURES ARE DESIGNED FOR LOCATIONS WITH
A SURFACE ROUGHNESS CATEGORY B AND A
TOPOGRAPHICAL FACTOR OF 1.0. 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 SPF #2, U.N.O.
9. ALL EXTERIOR WOOD IS TO BE PRESSURE
TREATED.
10. ALL ROOF DECKING IS TO BE �i6" 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 #2.
13. ALL EXTERIOR NAILS ARE TO BE HOT DIPPED
GALVANIZED.
14. ALL FLOOR DECKING IS TO BE Vs" P.T. PLYWOOD.
15. ALL SKIDS ARE TO BE 4x6 P.T. SYP, RATED FOR
GROUND CONTACT,
2. ALL MATERIALS AND LABOR SHALL BE IN
16. THE STRUCTURE HAS BEEN DESIGNED TO RESIST
4CCORDANCE WITH THE ABOVE CODE AND ALL OTHER
LOADS AS A COMPLETED STRUCTURE ONLY.
4PPLICABLE LOCAL CODES AT THE TIME OF
APPLICATION OF CONSTRUCTION LOADS TO THE
v1ANUFACTURE.
PARTIALLY COMPLETED STRUCTURE SHALL BE
CONSIDERED BY THE CONTRACTOR AND INCLUDED IN
3. DRAWINGS SHALL NOT BE SCALED FOR
THE DESIGN OF SHORING, BRACING, FORM WORK, AND
AMENSIONS.
OTHER SUPPORTING ELEMENTS PROVIDED FOR
CONSTRUCTION OF THE STRUCTURE.
t. STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE
"ACILITIES" (OCCUPANCY CATEGORY 1) AND SHOULD
17. NO FIELD SUPERVISION OR CONSTRUCTION
JOT BE USED FOR HUMAN HABITATION.
ADMINISTRATION HAS BEEN PROVIDED BY THE
ENGINEER.
THESE PLANS WERE DESIGNED IN ACCORDANCE
VITH THE 2017 FBC, 6TH EDITION FOR A
'HREE SECOND GUST OF 150 MPH
Interteku
No,
®•'• STATE OF / :
\\
I�'��
Plans Review; Victor C. Martin, PE
®CORID�;`.•s`co
®AA,111 L \\
FL PE p62379, 1A PE #42017
LSUCCC OU02436, TN PE#120939
I
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
THERMAL FACTOR, 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 psf
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
ITEMS BY OTHERS:
THE FOLLOWING ITEMS ARE NOT PROVIDED BY
RAILROAD CONSULTANTS, PLLC AND ARE TO BE
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
8'x12'
*NOTE:(13'-0 ACTUAL)
14'x16'
10' WIDTH
14'x2O'
1 O' x 12'
14' x 24'
10' x 16'
14' x 28'
14'x32'
12' WIDTH**
14'x36'
**NOTE:(11'-2 ACTUAL)
14'x4O'
12'x12'
12'x16'
16' WIDTH*
12'x2O'
*NOTE:(15'-O ACTUAL)
12'x24'
16'x20'
12'x28'
16'x24'
12'x32'
16'x2B'
12'x4O'
16'x32'
16'x36'
16'x4D'
INDEX OF SHEETS:
S-O-GS - COVER SHEET
S-1-GS - FOUNDATION
PLAN
S-2-GS - UPLIFT ANCHORAGE
S-3-GS - FRAMING PLAN
S-4-GS - BUILDING SECTIONS
S-5-GS - ELEVATIONS
S-6-GS - NAIL PATTERN
S-7-GS - DETAILS
S-8-GS - DETAILS
o" - s-
/ I r ��
OP
GARDEN SHED--FL--V=150MPH--FBC 2017
PROJECT NO: 14017
RAILROAD CONSULTAN213 UPTOWN SQUARE TS, PLLC + - t� ' _ . ;;: GRACELAND PORTABLE SHEET NUMBER
BUILDINGS, LLC DATE` 12-29-17
o MURFREESBORO, TN 37129 • 6807 HWY 6DRAwN �. 2 WEST JGG S-0-W
;ZAIL'�D PHONE: (615) 663-1142 ' , BARDWELL, KY42023 CHECKED BY: DBG
PHONE: (866) 574-7446 REVISION; 02 SCALE: 1/4"=1'-0
T,
LL
x
V
LL
LL
0
i
i!7
0
0
I
bc
12'-0" TO 40'-0" (SEE SHEET S-0 FOR INCREMENTS)
BLDG TIE -DOWN
C/C OF PIER (REQ'D FOR ALL BLDGS)
LOCATED 4' FROM THE ENDS
1" 0 MAX, TYP
oN
AND SPACED NO GREATER THAN 8' (TYP)
w
IIIII
IIIII
II
IIIII
EII
vLn
>
I I I
I I
I I I
I I
I I I
I
'LL
�� I `2x6 PT FLOOR JOIST @ 16" O.C. BLDG TIE -DOWN
(REQ'D FOR ALL BLDGS)
LOCATED 4' FROM THE ENDS
AND SPACED NO GREATER THAN 8' (TYP)
FOUNDATION PLAN
FOUNDATION:
1. ANCHORS ARE IRON ROOT DOUBLE HEAD EARTH ANCHORS. PROVIDE ANCHOR AT EACH PERIMETER PIER GIRDER. PROVIDE 1Y4" - 12 g❑ OR
EQUIVALENT GALVANIZED STRAPS WITH BUCKLE AND SLOTTED PER THE BUILDING CODE.
2. ANCHORS AND STRAPS INCLUDING THE INSTALLATION SHALL MEET THE REQUIREMENTS OF APPENDIX E OF THE INTERNATIONAL RESIDENTIAL BUILDING
CODE.
3. THE MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 2500 psf HAS BEEN ASSUMED FOR FOOTING DESIGN. CONTRACTOR TO HAVE THIS . CAPACITY
VERIFIED PRIOR TO CONSTRUCTION.
4. IF A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1500 psf IS USED, THEN THE PIER SPACING SHALL BE NO GREATER THAN 4'-0.
5. FOOTINGS SHALL BE CARRIED TO AN ELEVATION LCWER THAN THOSE SHOWN ON THE DRAWINGS IF REQUIRED TO REACH SUITABLE SOIL.
6. FOOTINGS SHALL BE PLACED ON SUITABLE SOIL TFAT MEETS DESIGN ASSUMPTIONS.
FOUNDATION ANCHORING TIE DOWN
SYSTEM TO BE SITE DESIGNED AND
LOCALLY PERMITTED
N SHED--FL--V=
w
MAXIMUM OF (3) 8"x8"x16"
CONCRETE MASONRY UNITS TO
INCREASE SHED HEIGHT.
EACH PIER SHALL BEAR ON
/-(1) 4'k16'k16" CONCRETE PAD.
MAXIMUM BUILD UP HEIGHT= 24".
MIN DIMENSIONS OF BEARING AREA
IS 16"x16"
OUTSIDE SKID
(REQ'D FOR 12',
WIDE BUILDINGS)
INSIDE SKIDS
OUTSIDE SKID
(REQ'D FOR 12'.
WIDE BUILDINGS)
RIM JOISTS
MASONRY:
14' & 16'
14' & 16
PIER DETAIL
CMU f'm = 1,500 PSI
MORTAR f'm = 1,900 PSI
GROUT f'm = 3,500 PSI
CONCRETE:
8"x16" SOLID
CAP BLOCK
8" CMU PIER
(3 COURSE MAX)
4"x16"x16"
PRECAST
CONCRETE PAD
FLAT, LEVEL
EXCAVATION
FREE OF DEBRIS
MATERIALS (COMPRESSIVE STRENGTH AT 28 DAYS)
FOOTINGS 3,000 PSI
FOOTNGS AND EXTERIOR CONCRETE SHALL BE AIR -ENTRAINED
THESE PLANS WERE DESIGNED IN ACCORDANCE
WITH THE 2017 FBC. 6TH EDITION FOR A
THREE SECOND GUST OF 150 MPH
PH--F
SHEET NUMBER
s_i_n_ouQ
SCALE: 1/4"=1'-0
THE TIE DOWN ENGINEERED
DOUBLE SLOT BUCKLE #59140
OR EQUAL. REFER TO
MANUFACTURERS SPECIFICATIONS
FOR INSTALLATION
T" � OUTER SKID
OUTER 5,.—
ANCHOR TIE DOWN DETAIL
THESE PLANS WERE DESIGNED IN ACCORDANCE FOUNDATION ANCHORING TIE DOWN
NITH THE 2017 FBC, 6TH EDITION FOR A SYSTEM TO BE SITE DESIGNED AND
THREE SECOND GUST OF 150 MPH LOCALLY PERMITTED
1-1/4"x6'—Ox12 GA min
APping
GG-5781—H
STRAP RATCHET
IRON ROOT DOUBLE HEAD #54291 EARTH ANCHORS.
ANCHOR SYSTEM LOCATED AT EACH PIER.
``1111I11� SHEET APPROVAL STAMF,
Inter�tek GARDEN SHED--FL--V -150MPH--FBC 2017
No.74
n. e. , �'� t . _ v �'`c c +✓ s ,.+ . �e _, PROJECT NO: 14017
s? GRACE PORTABLE �� SHEET NUMBER
RAILROAD CONSULTANTS, PLLC x.� 12-29-17
1 213 UPTOWN SQUARE BUILDINGS, LLC
Q •. STATE OF Or+,:aon, l7e.: u o 37! _:
Plans Revlew: Victor C. Martin, PE /// • 6807 HWY 62 WEST JGGS-2-GS
•.�toR�o�.••'� ��`� FLPE#82379,LAPEp42017 ri��. � MURFREESBORO, TN 37129 ; : BARDWELL, KY42023 CHECKED BY: DBG
,,�S,O��L1ry��. Isucccauo2a3E,nuPEauo939CCINIISULTANIM PHONE: (615) 663-1142 1 �, �Pr4 x PHONE: (866) 574-7446 REASON: 02 SCALE: 1/4'=1'—O
SIMPSON H2.5A W/
(5) 0.131x1Y2" NAILS IN
EACH END OF CLIP
ON EVERY SKIC
%" PT DI-CKING
SIN
(4) 3"xO.1200 NAILS TOE —NAILED
2x6 JOIST TO 4x6 SKID
t
1-INNER & OUTER SKID DETAIL ® EVERY JOIST
f0E—NAIL — SEE t
SECTION FC
4-TOE-NAIL DETAIL
THESE PLANS WERE DESIGNED IN ACCORDANCE
KITH THE 2017 FBC, 6TH EDITION FOR A
(HREE SECOND GUST OF 150 MPH
��II11111///
SHEET APPROVAL STA
InteAek,
No.74
r,' 0 8TA7E OF
// �'•. OR10�'.•' \\
Plans Review: victor C. Martin, PE
FL PE 1192379, U1 PE#42017
LSUCCC NU02496, TN PE$1120939
2x4 STUD
3"xO.1200 NAIL
@ 8" O.C.
2x6 RIM JOIST
(2) 3"xO.1200 NAILS
@ 16" O.C.
(6) 3"xO.1200 NAILS
EACH SIDE OF DOUBLE 2x6
JOIST @ 12" O.C.
2x6 PT PULL BLOCK W/
(12) 3"xO.1200 NAILS INTO
EACH SKID
SIMPSON A23 CLIP SCREWED
OR RING SHANKED NAILS.
(NOT SHOWN FOR CLARITY)
lmlacpEllf 2x4 PT PULL BLOCK W/
(2) 3"x0.1200 @ 6" NAILS
4x6 PT SYP SKID INTO 2x6 PT PULL BLOCK
(LOCATED BETWEEN MIDDLE
SKIDS ONLY)
2-ENTRY DOOR ENDWALL JOIST DETAIL
2x4 STUD
3"xO.1200 NAIL
@ 8" O.C.
2x6 RIM JOIST
'xO.1200 NAILS
i" O.C.
x6 PT PULL BLOCK W/
12) 3"xO.1200 NAILS INTO
ACH SKID
SMPSON A23 CLIP SCREWED
NOT SHOWN FOR CLARITY)
2x4 PT PULL BLOCK W/
(2) 3"xO.1200 @ 6" NAILS
4x6 PT SYP SKID INTO 2x6 PT PULL BLOCK
(LOCATED BETWEEN MIDDLE
SKIDS ONLY)
3-REAR ENDWALL JOIST DETAIL
PT 2x4x48" LAP SPLICE FASTENED
WITH (2) — 3" RING —SHANK NAILS 3" O.C.
EACH SIDE OF SKID (24 PER 2x4)
4X6 SKID WITH 1Y2" WIDE x 1" DEEP NOTCHES
16" O.0 AT 16" O.C. ENTIRE LENGTH OF SKID TO
ACCOMMODATE FLOOR JOISTS (TYP)
5-SKID DETAIL
GRACELAND PATENTED
CONTINUOUS VENTED SOFFIT
6-SOFFIT VENTS
GARDEN SHED--FL--V=150MPH--FBC 2017
PROJECT NO: 14017
RAILROAD CONSULTANTS, PLLC n��ro-lta SHEET NUMBER
,� ., Y �r ' GRACELAND PORTABLE DATA
BUILDINGS, LLC
213 UPTOWN SQUARE o 12-29-17
MURFREESBORO, TN 37129 • 6807 HWY 62 WEST DRAWN By' JGG s-B-GS
PHONE: (615) 663-1142 y ) ° UILDINGS'BARDWELL, KY42023 CHECKED BY: DBG
PHONE: (866) 574-7446 REVtMDN; 02 SCALE: 1"=1'
...a..;. .,r=a,.. .w,
(2) 3"xO.1200 N,
12" O.C.
2x4 STUD
(ENDWALL)
3"xO.1200 NAILS
(2) 2x4 STUD!S—\J
O 12" O.C.
(SIDEWALL)
1—CORNER DETAIL
2x4 ROOF TRUSS Q 24"
1 "x4" TRIM (SEE ELEVATI(
(5) 3"xO.1200 NAILS 2
TO TRUSS TYPICAL EACH E
(1) 3"xO.1200 NAIL @ 8" 0
2x6 TOE —NAILED
TOP PLA
%" T-111 OR DURATEMP SHEATHING
THESE PLANS WERE DESIGNED IN ACCORDANCE
NITH THE 2017 FBC, 6TH EDRION FOR A
THREE SECOND GUST OF 150 MPH
\,,j11111j�� SHEET APPROVAL STA
Intertek,
No.74 %r:z iEvaT:`
io• BTATEOF`
•. • �� Plans Review: Victor C. Martin, PE
''j�� �'•. ORIO�;G•@��`\\\ FL PE#82379, IA PE 842017
LSUCCC#U02436, TN PE 11120939
2"x4" STRUCTURAL
MENDING PLATE (EA SIDE)
CH 20 MPC FLORIDA
PRODUCT APPROVAL FL18580
2—TRUSS SPLICE DETAIL
1, "ROOF SHEATHING
19=0011m. ME
3—TYP WINDOW FRAMING
TRUSS TO WALL CONNECTION
SIMPSON H2.A W/ (5)
8d 1—Y2" NAILS EACH END
OF CLIP (NOT SHOWN)
(4) 3"xO.1200 NAILS
TOE —NAILED TO TOP
PLATE @ EA TRUSS
:3) 3"xO.1200 NAILS TOP
PLATE TO EACH STUD
(6 TOTAL)
(6) 3"xD.1200 NAILS
2 EACH ROW
2x4 AT CORNERS
ONLY (TYP)
2x4 STUDS
NOTE: INSTALL H2.5A PER MANUFACTURE'S
RECOMMENDATIONS
4—CORNER & WALL DETAIL
(2)2x4 w/ I" SPACER
TOP PLATE 2x4 HEADER FOR OPENINGS
Yz OSB (2) 3"xO.1200 NAILS �9'LESS THAN 48" WIDE
HEADER TOE —NAILED HEADER TO iii�2�S5111
DBL STUD
(2) 2x4 TOP PLATE
W/ Y2" SPACER HEADER FOR OPENINGS
(1) 2x4 HEADER BETWEEN 48" & 72"
(2) 2x6
W/ Y2" SPACER
HEADER FOR OPENINGS
72" OR WIDER
CRIPPLE 2x4 STUD — NAIL TO
STUD W/ 3"xO.1200 2x4
NAILS AT 8" O.C. NOTE:
FOR 12' HIGH OR GREATER SIDEWALLS,
A 48" MAX OPENING IS ALLOWED.
6—TYP DOOR FRAMING
GARDEN SHED--FL--V=150MPH--FBC 2017
O//�
RAILROAD CONSULTANTS, PLLC
�/,-.'.. tart �t;
n`� r z:z
GRACELAND PORTABLE
PROJECT NO: 14017
SHEET NUMBER
DATE: 12-29-17
����
213 UPTOWN SQUARE
TN 37129
• '
BUILDINGS, LLC
6807 HWY 62 WEST
S+GSBARDWELL,
BY* JGG
DRAWNMURFREESBORO,
CHECKED BY: DBG
���•��
PHONE: (615) 663-1142
KY42023
REVISION: 02
��
-� ..
PHONE: (866) 574-7446
SCALE: t =1'
METAL ROOFING (SCREW PATTERN)
2" RING SHANK NAILS 3" O.C.
2" RING SHANK NAILS 6" O.C.
EACH JOIST (16" APART)
8d NAILS -/4" DOWN FROM
RIP
8d NAILS 6" O.C.
ON VERTICAL EDGES
.S AT 12" O.C. @ EACH
R STUD (16" APART)
?) Bd NAILS 3/4" FROM
DTTOM EVERY 4" STRIP
/ (1) Bd NAIL IN BOTTOM
LATE @ 4" O.C. EVERY 4"
TRIP
WALL SHEATHING (NAIL P ERN
0
Z
U
Q
0_
x
a
I
6" FROM EACH EDGE AND SPACED
NO MORE THAN 3'-0" APART ALONG THE
ROOF TRUSS.
FASTENERS ARE #12'S, 1" LONG
THESE PLANS WERE DESIGNED IN ACCORDANCE
NITH THE 2017 FBC, 6TH EDMON FOR A
THREE SECOND GUST OF 150 MPH FLOOR SHEATHING (NAIL PATTERN)
N SHED--FL--V=
END WALL ELEVATION
THESE PLANS WERE DESIGNED IN ACCORDANCE
KITH THE 2017 FBC, 6TH EDITION FOR A
THREE SECOND GUST OF 150 MPH
METAL ROOFING OR OPTIONAL
25 YEAR FIBERGLASS
SHINGLES OVER (1) LAYER
LB FELT PAPER
3i6" OSB SHEATING
DOTES FOR MORE
4" PT TRIM (TYP)
%a" T-111 PT SIDII
N SHED-
SIDE WALL ELEVATION
ROOFING AND UNDERLAYMENT NOTES:
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 OSB 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.
6) 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.
PH--F
SCALE: 1 /4"=1'-0
I
03
1"x4" PT TRIM -\
7A6" OSB DECKING
W/ METAL ROOF (FIBERGLASS/ASPHALT
SHINGLES ARE OPTIONAL)
2x4 TRUSS @ 24" O.C.
W/ HELPER TRUSS @
12 12" FROM END WALLS
4p W/ STRUCTURAL MENDING PLATES
AT EACH JOINT 1 PER SIDE
3
T-111 SIDING
6
rn
2x4 STUDS @. 15"
W/ DOUBLE STUD
0 48" O.C.
Zx4 dUIIUM F'LAIL—
j� (2) 4x6 PT SYP SKID -
8'-0" OR 10'_0"
THESE PLANS WERE DESIGNED IN ACCORDANCE
NITH THE 2017 FBC, 6TH EDITION FOR A
THREE SECOND GUST OF 150 MPH
T-111 SIDING-\
v
I
cc)V TRTD -
2x4 STUDS @ 16"
DECKING W/ W/ DOUBLE STUD
0 48" O.C.
2.4 BOTTOM PLATE
2x6 TRTD FLOOR To
- JOIST @ 16" O.C. (4) 4x6 PT SYP SKID
(@ 10' WIDE)
BUILDING SECTIONS
(2) 2"X4" TOP PLATE
EN SHED--FL--V=l
VARIES � 4'-B" CLR � VARIES
11'-2", 13'-0" or 15'-0"
12'. 14' & 16' WIDE
7/e° OSB DECKING
W/ METAL ROOF (FIBERGLASS/ASPHALT
SHINGLES ARE OPTIONAL)
2x4 TRUSS @ 24" O.C.
W/ HELPER TRUSS @
12" FROM END WALLS
W/ STRUCTURAL MENDING PLATES
AT EACH JOINT 1 PER SIDE
%" TRTD PLYWOOD
DECKING
2x6 TRTD FLOOR
JOIST @ 16" O.C.
SHEET NUMBER
A A ^
SCALE: 1 /4"=1'-0
0
I
N
Ld
w
to
W
w
N
0
I
�n
0
t-
0
m
') 2%4" TOP
PLATE END -
WALL (TYP)
RIDGE
LINE (TYP) -
WALL
3ELOW (TYP) -
(2) 3'-0 x 6'-0 CUSTOM BUILT DOORS
24"W x 36"H WINDOW (TYP)
12'-0" TO 40'-0., (SEE SHEET S-0 FOR INCREMENTS)
2"x4" WALL STUDS 16" O.C. (TYP)
DOUBLED AT 48" O.0 FOR T-111 JOINT
FASTENING (TYP)
PT PLYWOOD
FLOOR PLAN
t d
ROOF
AT
TRUSSES
24"
t d
O.C.
ultertek:,
No. 74
O' STATE OF
�� ' •� ��
ORVP.. •' �0\\\
Plans Review: Victor C. Martin, PE
FL PE $182379, LA PE #42017
LSUCCCRU02436,TN PEN120939
FLOOR PLAN NOTES:
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 %" FLOOR SHEATHING WITH 2" RING —SHANK NAILS 0 6"
O.C. AND 3" O.C. AT JOINTS.
OTHER FRAMING NOTES:
1) 2x4 UPPER TOP PLATE W/ (2) 3"xO.1200 NAILS AT 16" O,C. TO
2x4 LOWER TOP PLATE.
�(2) 2x4 TOP PLATE SIDE WALLS
HELPER TRUSS 12" FROM END WALLS (TYP)
ROOF FRAMING NOTES:
1) INSTALL 7/6" ROOF SHEATHING WITH LONG DIMENSION SPANNING
TRUSSES.
2) FASTEN 7/6" ROOF SHEATHING WITH 2" RING —SHANK NAILS @ 6"
O.C.
THESE PLANS WERE DESIGNED IN ACCORDANCI
WITH THE 2017 FBC, 6TH EDITION FOR A
THREE SECOND GUST OF 150 MPH
GARDEN SHED--FL--V=150MPH--FBC 2017
//// fc J �1 � zars F PROJECT NO: 14017
RAILROAD CONSULTANTS, PLLC _ { . �:. •~ „r GRACELAND PORTABLE �� SHEET NUMBER
BUILDINGS, LLC 12-29-17
c 213 UPTOWN SQUARE � MURFREESBORO, TN 37129 • ' 6807 HWY 62 WEST DMWN By: JGG no
a9amNTS PHONE: (615) 663-1142 ` BARDWELL, KY42023 CHECKED BY: DBG S VIV
,' "" PHONE: (866) 574-7446 REVISION: 02 SCALE: 1/4"=1'-0