HomeMy WebLinkAboutProduct Approval FLA h9anufae;ured BWdrg Prcgrrn
gushes �'� 119:0 forth monrcesireet
Swe 90A,
Profesna I Telahassee. Ronda 32389-6772
RIC—i,. y_ Pbrone 850 48T 11824• fax 050 4-5.'8436
Ken Lawson,SecreWy Rick Scott,Govemor
February 28,2019
Tom Saurey
Tuff Shed,Inc..
1777 South Harrison Street,Suite 600
Denver,CO 80210
RE: Manufacturer Certification,ID MFT-7686; Expiration Date: February 14,2022
Dear Tom Saurey
It is my pleasure to inform you that Tuff Shed,Inc.., located at 1919 NW 19th Street,Suite 301,
Store 530, Ft. Lauderdale, FL 33311,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage
Sheds for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page of the plans)for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS(www.floridabuilding.org)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.florid abuildinU.orn to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
CONTRACTOR COPY
aOL
1/31/2020 Florida Building Code Online
•�`� lit
'
BCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map' Links I Search,
b ,-
a
t rl Manufactured(Modular)Buildings
USER:Public User
7.kr�.•lL'Fi'v'bfi:
Manufactured(MDAujkr)_Lujjdjngs Menu>Plan Search>Plan L st>Plan Detail
Plan Tracking# 34889
Code Version 2017
Building Type Storage Sheds
Municipal Jail No
Manufacturer Tuff Shed,Inc..
Agency Top Line Engineering, LLC
Agency Plan# TSR7-812S 160 MPH
School District
Contract Agency
Construction Type V-B
Fire Protection B
Fire Suppression System No
Occupancy Utility-Mist.
Allowable#of Stories 1
Wind Velocity 160 mph Exposure C
Fire Rating of Exterior Walls 0 hrs
Area Live-psf Dead-psf
Maximum Floor Load 55 55 10
Alternate Maximum Floor Load
Roof Load 30 10
"R" Rating of Floor,Wall,and Roof 0,0,0
Modules per Building 1
Square Footage 150 Sq. Ft.
Approved for Hurricane Protection Usage No
Designed for use as a Hurricane Public Shelter No
Comments Residential Lawn Storage Shed New Construction for
submittal please.W. Neary,III Plans Examiner(SMP-51).
Thank you!
Original Plan Tracking#
Date of Agency Approval 03/04/2019
Date Submitted 03/05/2019
Date Accepted 03/12/2019
Status Accepted
Date Attached File
03/05/2019 PlanID 34889 TSR7-8125 160 MPH COVER LETTER-a8283361.Ddf
03/11/2019 PlanID 34889 TSR7-812S 160 MPH-9661aab3 Pdf
Cancel Plan Reviews
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Manufactured(Modular)Buildings Accepts:
® .e_Check
hftps://www.floridabuilding.org/mb/mb_pub_Plan_dtl.aspx?param=OgQwMGULGpxldgyl5JSEA4B3nl Q%a2f2OGXBCZzCvIKUWhQgX1 Ffk6%2bT3faG... 1/2
I
>]ETOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
March 4, 2019
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Tuff Sheds, Inc.
Plan #TSR7-812S 160 MPH
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations,the above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not
hesitate to contact me.
Thank you.
Respectfully,
William E. Neary, III
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace a Gotha• FL 34734• Phone(407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
MANUFACTURED STORAGE SHED
bErTwc uMINU ER}LLC FOR SHEDS UP TO 8'X12' FOOTPRINT AND UP TO T WALL HEIGHT
William E.Neary,III ROOF PITCH BETWEEN 2:12 AND 6:12
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace MIAMI-DADE NOA AND FL
Gotha,Florida 34734
PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS
SHEET INDEX MIAMI-DADE NOA: BUILDING CODE 2017 FBC 6TH EDITION
ELECTRICAL CODE 2014 NEC NFPA 70
SHEET 1-GENERAL DESIGN REQUIREMENTS 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS-MIAMI BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. MANUFACTURER TUFF SHED INC.
SHEET 2-FLOOR DESIGN 2. ECO WINDOW SYSTEMS,LLC WINDOWS-MIAMI-DADE NOA AGENCY TOPLINE ENGINEERING LLC
#17-1102.22 OR APPROVED EQUIVALENT. AGENCY PLAN NUMBER TR57-812S
SHEET 3-WALL DESIGN 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS-MIAMI-DADE NOA CONSTRUCTION TYPE V-B
#16-1129.01 OR APPROVED EQUIVALENT. FIRE PROTECTION B
SHEET -ROOF DESIGN 4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR FIRE SUPPRESSION SYSTEM NO
APPROVED EQUIVALENT. OCCUPANCY UTILITY
5. GAF STARTER STRIP SHINGLE -MIAMI-DADE NOA#15-0922.05 OR NUMBER OF OCCUPANTS 0
APPROVED EQUIVALENT. ALLOWABLE#OF STORIES 0
6. GAF ASPHALTIC SHINGLES- MIAMI DADE NOA#18-0123.06 AND WIND VELOCITY 160 MPH EXPOSURE C
NOA#16-0811.11 OR APPROVED EQUIVALENT. FIRE RATING OF EXTERIOR WALLS 0
GENERAL NOTES 7. GAF RIDGE VENT-MIAMI-DADE NOA#18-0619.02 OR APPROVED FLOOR LIVE LOAD 55 PSF
EQUIVALENT. FLOOR DEAD LOAD 10 PSF
1.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ROOF LIVE LOAD 30 PSF
ONLY FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF DEAD LOAD 10 PSF
2.BUILDINGS ARE EXEMPT FROM THE FBC ENERGY "R"RATING OF FLOOR WALL AND ROOF R-0 R-0 R-0
CONSERVATION CODE PER SECTION R101.4.2. 1. TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL#FL22202 MODULES PER BUILDING 1
3.BUILDINGS 0 SQ-FT TO 719 SQ-FT ARE EXEMPT OR APPROVED EQUIVALENT. SQUARE FOOTAGE 96 FT2
FROM WINDBORNE DEBRIS IMPACT STANDARDS 2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190APPROVED FOR HURRICANE PROTECTION USAGE NO
4.BUILDINGS 0 SQ-FT TO 399 SQ-FT ARE EXEMPT FROM DOOR OR APPROVED EQUIVALENT. DESIGNED FOR HURRICANE PUBLIC SHELTER IND
HEIGHT REQUIREMENTS 3. SIMPSON H2.5A HURRICANE TIE-FLORIDA BUILDING APPROVAL
5.BUILDINGS 400 SQ-FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT.
6'$"DOOR HEIGHT 4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL ENCLOSURE: ENCLOSED
6.ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED #FL5822 OR APPROVED EQUIVALENT. RISK CATEGORY: 1
SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 5. GULF COAST SUPPLY&MANUFACTURING,LLC-FLORIDA
7.GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. IMPORTANCE FACTOR: 1.00
HAVING JURISDICTION AND PERMITTING
8.FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- COMPONENT AND CLADDING: ROOF: -31/+19 PSF(ZONE 1)
LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING WIND PRESSURE(PSF)(ASD VALUES) -53/+19 PSF(ZONE 2)
1
JURISDICTION EAGLE METAL TRUSS CONNECTOR PLATES-ICC ESR-1082 FBC (BASED ON 10 SQ FT) -80/+19 PSF(ZONE 3)
9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT
AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE WALL: -36/+34 PSF(ZONE 4)
DOOR HEADER ON ALL BUILDINGS. 45/+34 PSF(ZONE 5)
INTERNAL PRESSURE COEFFICIENT: +/-0.18
MODULES PER BUILDING: 1
Drawn Ely:PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE
TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. w n°re nvaeam°bco-a muy°gn°a°na°°w°a `a �}Ge^W!4
TSR7-8125 1919 NW 19TH STREET OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT Eywmemwav,ve.onn°mw.now
Date: 2/8/19 oiaiwsianemre.
SHEET INDEX SUITE 301 DRAWINGS ARE FORA
Scale:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E„'^`°°`°v1B9mw:eaun°m°re mo°"m>rea e
Storage Buildings&Garages a"�•"aid°a°amu°.a��re°�� -
g g g NOA&FL APPROVAL REV.LEVEL 00 AND BUILT BY TUFF SHED. v°nnea°n°iy ei°ar°nm vovin. '$ •"•'° j
TUFF SHED,MFG.FACILITIES ANY OTHER USE IS RWIIS.HARRI FSHED.COM
DESIGN REQUIREMENTS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET
ANAL EN N"
nmuuuoa
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 1 OF 4 RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812S 160 MPH 7 MAR 2019
MAX 12'-0"LONG
^�.0 P LINE ENGIN EERING,_LlC
�`' SLINE E GL ENGINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040
10649 Oakvlew Pointe Terrace
Gotha,Florida 34734
TREATED 2X6
FLAT SKID,TYP
o P.T 6 (NOTSTRUCTURAL-
@ 24" C.MAX FOR SHIPPING
0 4 PURPOSES ONLY)
Z. F- I T-0"
M8'-0"MAX
(2)TREATED 2X6
BLOCKABOVE
SKIDS AT EACH EACH 2'-0"BLOCK MUST BE
END,TYP INSTALLED WITH(2)ROWS
OF 10d NAILS @ 3"O.C.
ANGLE BRACKET TO BE
9 SITE INSTALLED WITH
TREATED 3/4"T8G FLOOR
DECKING ATTACHED ATTACH ALL FLOOR TREATED 2X6 BLOCKS TYPICAL ANCHOR
WITH.113"X23/8" JOISTS TO RIM JOISTS WITH
4 CORNERS ATTACHED
HOT DIPPED GALVANIZED WITH(3).113'X 3"HOT WITH D ALV113"X I HOT
RING SHANK NAILS AT DIPPED GALVANIZED DIPPED GALVANIZED
6"O.C.ON THE EDGE AND RING SHANK NAILS RING SHANK NAILS WALL ASSEMBLY
12"O.C.IN THE FIELD
FLOOR ASSEMBLY
OWOOD SHED BASE DETAIL
OBRACKET DETAIL
wry
THESE DRAWINGS AND THE ................
TUFF 5 H E D Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE TUFF SHED,INC. ` W,
1919 NW 19TH STREET OF TI IF SHED,INC. HESE
TSR7-812S OF TUFF SHED.I .THESE ENGINEERING DEPARTMENT
°r
Date: 2/8/19
FLOOR FRAMING PLAN SUITE 301 DRAWINGS ARE FORA
Scale:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E,
Storage Buildings&Garages REV.LEVEL 00
FLOOR SHEATHING&NAILING AND BUILT BY TUFF SHED. RWILLS@TUFFSHED.COM
FORBIDDEN BY BOTH TUFF
TUFF SHED MFG.FACILITIES ANY OTHER USE IS 'o„`t1,'s'�:..�•oa`o.\.
SHEET � 1777 S.HARRISON STREET
'�uunnumao°
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 2 OF 4 RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812S 160 MPH 7 MAR 2019
WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C.
DOUBLE TOP PLATE
1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES CRIPPLES(IF REQ.) DOUBLE TOP PLATE
WALL FRAMING NAILING-REFERENCE FBC 6TH EDITION(2017)TABLE 2324.1: CRIPPLES(IF REQ.)
HEADER HEADER
1. TOP OR SOLE PLATE TO STUD,END NAIL: (2)16d NAILS ING STUD
2. TOP PLATE TO TOP PLATE:16d NAILS AT 16"OC KING STUD
3. TOP PLATES,WHEN LAPPED AT CORNERS:J2)16d NAILS
4. SOLE PLATE TO FLOOR:16d NAILS AT 16"O2x4 WINDOW SILL TRIMMER
SHEAR WALL NAILING NOTES: BASE PLATE
P N ENGINEERING,LLC BASE PLATE
1. FOR 3/8"SMARTSIDE OR 7/16"OSB,USE 8d(0.131"0 X 2Y2")COMMON NAILS 1'K cruKAL ENGINEERS FLOOR DECKING
1.1. NAILING:EDGE-@ 3"O.C.
FIELD-@ 6"O.C. William E.Neary,III FLOOR DECKING
2. FOR THERMO-PLY BLUE,USE ROOFING NAILS(MIN.0.120"0 X 1Y"WITH A%"HEAD) SMP-51,SMI-79,ICC 5185040
2.1. NAILING:EDGE AND FIELD-@3"oC O WINDOW FRAMING DETAIL O DOOR FRAMING DETAIL
3. NO SINGLE OPENING GREATER THAN 4'-0" 10649 Oakview Pointe Terrace
4. 8'WIDE X 8'-12'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE SIDE Gotha,Florida 34734
WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH
NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. DOOR/WINDOW HEADER SCHEDULE
12 WALLS A AND C END WALLS
OPENINGS UP TO 4'-0"USE(2)2x4 SPF#2
OPTIONAL WINDOW MUST BE CENTERED 4'WIDE PTIONA TYP WALL SHEATHING OPTIONS: WALLS B AND D(SIDEWALLS)
vnrvoow ON THE WALL, MAX 2020 3/B"SMARTSIDE IOPENINGS UP TO 3'-0"USE(2)2x4 SPF#2
PTO3 WID DOOR 3/8"SMARTSIDE WITH FOIL BACKER
7/16'OSB
THERMO-PLY RED
FLOOD VENTS NOTE:
(IFAPPLICABLE) DOOR CENTERED ON WALLS UP
TO 10'-0"LONG.12'LONG WALL FLOOD VENT INFORMATION
CAN HAVE0
PTIONAL2xz STUDS
S'-0'T012'-0'
r WINDOWN—TODOOR. (IF APPLICABLE):
SHEATHING
SMART VENT PRODUCTS INC, FLOOD VENTS III
WALL A ELEVATION WALL B ELEVATION FLORIDA BUILDING APPROVAL#FL5822.1-R5.
SCALE.3n6•=1•-0" SCALE:3116"=1'-0" PROPOSED SHED III III
12 SIZE(SQ.FT.) 2 VENT MINIMUM III III VENT OPENING BETWEEN
REQUIREMENT ADEQUATE WALL STUDS.VENT
Q6 MAX 64 FOR UP TO 400 SQ.FT.PER III III SECURED TO SHEATHING
80 MANUFACTURERlSTATE III I AS PER MANUFACTURER'S
WINDOW MUST BE CENTERED 96 APPROVAL III I II INSTRUCTIONS
OPTIONAL ON THE WALL.
OPTIONAL
IF IN FLOOD ZONE,USE PRESSURE TREATED
WN
PT03-WID FRAMING
BASE PLATE
FLOOD VENTS O VENT DETAIL
(IF APPLICABLE) Se",".N.L.
.-TO 12'-0'
r -1 r
WALL C ELEVATION WALL D ELEVATION
SCALE:3116'-P-0" SCALE:3/I6=1•-0"
Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED,INC. °iPRDI/
TUFF SHED OF IGNTUU SH THE PROPERTY by Rk na,6eea 0,M ate*Md edeea ea �c'iww4ls'
TSR7-8125 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT 6yl6cM1edW .PE On Ne dao No+n u,Mge
Date: 2/8/19 a
WALL FRAMING SUITE 301 DRAWINGS ARE FORA °p Sp 0h B'
Storage Buildings&Garages Scale:SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. mteCmem,olNbEecu mt—gt..Ide,ed
g g g ELEVATIONS REV.LEVEL 00 FT.LAUDERDALE,FL 33311 TUFF SHED. eipede"d walede"d Me,1p.wreomlee
TUFF SHED,MFG.FACILITIES RWILLS�a TUFFSHED.COM vadead on a,y"Iecbo1'ceeioe.
AND BUILT BY T ;eek
HEADER DETAILS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET °�l lulnll"G
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-8125 160 MPH 7 MAR 2019
3X4 20 GA TRUSS NOTES: TOE NAIL WITH(3)
4'-0" PLATES 16d NAILS,(2)ONE
1 EACH SIDE FBC,6TH EDITION(2017) SIDE,(1)OTHER
ANSI/TPI 1-2014 SIDE
12 TRUSSES TO BE SPACED @ 24"OC RAFTER
2 MIN QMATERIAL TO BE 2X4 SPF 6 MAX GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE
8'-0" WOOD PER TPI.
j2' REP MEMBER INCREASE:YESr LIN ENGIN EEIN
RG,LLC
SIMPSON H2.6A
a AUUCiUML ENGINEERS HURRICANE TIE AT EACH
LUMBER D.O.L.:1.25 END OF TRUSS,INSTALL PER
B'SPAN William E.Neary,III MANUFACTURER'S SPECIFICATIONS
REACTIONS: WIND: SMP-51,SMI-79,ICC 5185040 WALL TOP PLATES
MAX.VERTICAL:320 LBS. ASCE 7-10,160 mph,Exposure C,D.O.L=1.60 10649 Oakview Pointe Terrace
MAX.UPLIFT:-327 LBS. Gotha,Florida 34734 SIDING
MAX.DEFLECTION:
STUDS
VERT LL-0.06 IN
VERT TL-0.08 IN 2 TRUSS TO WALL
CONNECTION DETAIL
s�wTs
COMMON TRUSS
12'-0"MAX
ROOF SHEATHING ROOF SHEATHING
7/16"OSB
RUSSES I 7/16"OSB 7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5
7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5
2'-0' 4"OC M I -19/32"CDX PLYWOOD -19/32"CDX PLYWOOD
CLASS'A'SHINGLES ROOF UNDERLAYMENT METAL ROOF NMOL WITH ERLAY SENT
w NAIL WITH TINCAPS
a
CF1I
_ _RIDGE
4 LINE
I w HORIZONTAL PANEL
a I HORIZONTAL PANEL
O FLASHING
I DRIP EDGE EDGEWISE BLOCKING EDGEWISE BLOCKING
I I
I REFco
ERENCE NAILING NOTES BELOW ERENCE NAILING NOTES
BELOW
OF ASSEMBLY ® O
F ASSEMBLY
_ - - --- DETAIL FOR SHINGLES DETAIL FOR METAL
O
SGLLE:tLT9. BGLF.N.TS
WALL TOP PLATE ROOF SHEATHING NAILING NOTES:
ROOF FRAMING PLAN
1.USE 0.113"0 X 2%"HOT DIPPED GALVANIZED RING SHANK NAILS
ROOF SLOPE VARIES FROM 2/12 TO 6/12 2.NAILING: FIELD-a 6"D.C.
Drawn Ely: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE ya AR1)IV,
TUFF 5]{E D DESIGN ARE THE PROPERTY TUFF SHED,AR by a ha has been eb¢wnmwy m9noa end seaoa @�Q E7 e�,
1919 NW 19TH STREET ENGINEERING DEPARTMENT bywm¢bxa¢,PE.Onmeeeb¢ne«n"sense ''%
Date: 2/6/19 TSR7$12S OF TUFF SHED.INC.THESE rinds§�e�
TRUSS DETAIL SUITE 301 DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. P`nted`piesofmisdo ntommto,mdemI = ( _
Storage Buildings&Garages Scale:SEE DETAILS REV.LEVEL 00 FT.LAUDERDALE,FL 33311 19nw.nd seuledend Me dgne—,st be
ROOF FRAMING PLAN AND BUILT BY TUFF SHED. RWILLS@TUFFSHED.COM veddedonany eieevonmooples. :......
TUFF SHED.MFG.FACILITIES ANY OTHER USE IS
TRUSS ATTACHMENT SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
ROOF ASSEMBLY PAGE 4 OF7--j RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812S 160 MPH 7 MAR 2019
EACH 2'-0" BLOCK MUST BE
INSTALLED WITH (2) ROWS
OF 10d NAILS @ 3" O.C.
� J
O
z ATTACH BRACKET TO STUD Q
z STUD THRU HOLE IN
ANCHOR PLATE WITH o
0 3/8"0 x 6" CARRIAGE C/)
q BOLT AND LOCKNUT
N
STUD
CORNER STUD SIDING
TRIM
END WALL
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
0
r
`'r) BUILDING SIZE QTY OF ANCHORS
UP TO 8X12 4
UP TO 10X15 4
iv ANCHORS INSTALLED AT EACH
CORNER OF THE BUILDING
AUGER ANCHOR Y OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
• THE ANCHORS MUST BE INSTALLED AND TESTED IN ACCORDANCE TO THE
MANUFACTURER'S SPECIFICATIONS. This Item
has
ibeenel ctrthedalteshnedandown Basealed Pby Richard RDIW���
Digital Signature.
*� No.78835 ti G
Printed copies of this document are not considered
signed and sealed and the signature must be oq
verified on any electronic copies. Tr or
°NG��� �`
111111111% ����
1 APR 2019
Scale: NTS CUSTOMERS NAME: Tuff Shed P.O.#:
TUFF SHED Tille:AUGER ANCHOR DETAIL Drawn By:PK
Storage Bulidings&Garages FOR WIND SPEEDS Date Drawn:3/13/19
Checked By:
UP TO 175 MPH Date Revised:
TUFFSHEU 2023 St Lucie Blvd LOT 201
FORT PIERCE FL 34946
Q-376276
�NS �L L',�f YI �rKUS�ef'>
�H
S� 1
4 F
Wail D
{
F �1
Wall A
qWall C
t
Mast >�rUinl C10 4,0
a
be(""-' 1411 Wall B
Base Details Options Details Jobsite/Installer Details
Building Size&Style High Wind Do you plan to Insulate this building after Tuff Shed
TR-700-8'wide by 8'long High Wind-Miami/Dade Installs It?
Door Floor and Foundation No
4'x 67"Single Shed Door,Left Hinge 64 Sq Ft 3/4"Treated Floor Decking Is there a power outlet within 100 feet of installation
Placement Upgrade location?
Paint Selection 64 Sq Ft PT Floor Frame in lieu of Steel Yes
Base:Color Not Chosen Yet,Trim: 4 Ea Shed Anchor into Din-Auger or The building location must be level to properly install the
Delicate White MR88 building.How level is the Install location?
Roof Selection Vents Within 4"of level
Birchwood Dimensional Premium 2 Ea 16"x8"Wall Vent-White Will there be 18"of unobstructed workspace around the
Shingle perimeter of all four walls?
;Drip Edge Yes
White Can the Installers park their pickup truck&trailer within
approximately 200'of your Installation site?
Yes
Substrate Shed will be Installed on?
Grass
Manufactured Modular Delivery Method
Trailer Delivery
Customer Signature: Date: