HomeMy WebLinkAbout181 Woodridge Trl 17-1514; LEAN-TO NO ELECTRICITYCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
3 MAY 2 4 2017
BY:
Application No: / J
4.
I
Documented Construction Value: $ 3 q7 5f -0
Job Address: 1 Jei l P / d--/ / Historic District: Yes No
Parcel ID: TO( 0 Residential Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: 8 KAO
Plan Review Contact Person: ! 2 /&- 'fg;1 i l Title: Q
Phone: ( W11) %fb - , V Fax, &d) 17
Property Owner Information /
G
Name I f Z Phone:
Resident of property? Street:
IF
J Jj
City, State Zip:
Name Tom Saurey (Tuff Shed, Inc.
Street: 8524 E Colonial Dr.
City, State Zip: Orlando, FL 32817
Name: Richard Wills
Street: 1777 S. Harrison St. Ste 600
City, St, Zip: Denver, CO 80210
Bonding Company:
Address
Contractor Information
Phone: (407) 985-2990
Fax: (360) 998-3228
State License No.: CBC1253645
Architect/Engineer Information
Phone 303) 753-8833
Fax: (360) 998-3228
E-mail: tuffshed@permit-it.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating constr c ' n nd zoning.
04/12/2017
Signature of Owner/Agent Date Signature of Contractor Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Tom Saurey
Sign-re
Name
2017
tary-State of Color
STEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20024017819
MY COMMISSION EXPIRES OCTOBER 11, 2017
Contractor is Personally .
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No #Qf Heads
sM:.Ir.
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 55F S • 2 - • t'7
Ok to install x 1(fl ( 12S sgft) shed as shown
on plan. Meets area and dimension regulations for the
SR1M zoning district. Shed must be a minimum of
cam ft from the side property line and a minimum of
from the rear property line. 5
C" en V4,1;y •F
Sd-^il rv+
Revised: June 30, 2015 Permit Application
Sales Consultant:
BUILDER'S HELPEI
So#-.
Customer Name: l AcHAil r Ivl c z
LEAN-TO / STUDIO MODEL: t TO INSTALL DATE:
I- 1 , ' S -1
OVERHEAD VIEW
Base Paint:
Trim Paint:
Accent Paint(AP):
AP Location:
Shingle:
DripNentColor: Nt_1(f( NIP
Options (List):
RzZ) Y lik-141 tLe_
Customer or responsible individual will be at site at time of delivery? ............................................. .......................... ;I Yth_/Nuf
Is site clean and level? (Customer understands a leveling fee may apply it site is more than 4" out of!evel.) ........... ............... N
Is there 18" clearance around all 4 sides of the building? . .... ................ ................ ................. .............................. N
I
Is there clear access to the building site? ............. ..................... .................. ........................... ............. ....... i.ZNO
Is there a 11 0-volt/20 AMP power outlet within 100 ?_ .................. _ ...................... ........ ................. ........... ( YE
Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?..... NONJ
N
No
No
No
S NO U), Customer has been presented the "What to Expect" document? ........... ................ ....... ........... .............................
Customer understands that changes, cancellations or postponement will result in restocking/rescheduling fee? ...... ES NO
Isthis a NO FLOOR option? ............... .................. ................ ............ ........... __ ........ .................... ............... ......... YES 0
Does the Customer plan to insulate this building? ................ .......................... ........... ....... ........ ......... .......... YES
How close to the build site can we park our vehicle? ........................... _ ............... _ ....... ..............................................
ft.
Special Instructions:
I
CUSTOMER
Date: 0USTOM'
Signature:
THIS INSTRUMENT PREPA(4LZ
Name: Tuff Shed
Address: 8524 E Colonial Drive, Orlando, FL 32817
NOTICE OF COMMENCEMENT
GRANT MALOYf SEIIINOLE COUNTY
CLERK OF CIRCUIT COURT & C:ONPTROLLER
LK 8920 Ps 1230 (1F'ss)
CLERK'S T 2017052072
RECORDED i i5/24/2C117 01- U9.42 Pll
RECORDING FEES $10.00
RECORDED BY tsm i th
Permit Number:
Parcel ID Number: ' « 30
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of.We property and street address if available fz(, 3 Z— 1SingleFamilyResidence1811OQ
2. GENER DESCRIPTION OF I PROVEMENT:
x IC SHE
3. OWNER INFORMATION OR_LES.$ INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: JaS 9H CIHDA1h MtC 1F—UjWL'Z: I WjD iRL SRNFDRD,FL 32.1
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above)
Address:
4. CONTRACTOR: Name: Tuff Shed Inc, License # CBC 1253645 Phone Number: 407-282-2444
Address: 8524 E Colonial Drive, Orlando, FL 32817
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A
Address:
Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as
713.13(1)(a)7., Florida Statutes.
Name• N/A Phone Number:
8. In addition, Owner designates
of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
YKw
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Print Name and Provide Signatory's Title/Office)
state of Florida ountr of
Qday1 20 1
The foregoing instrument was acknowledged before me this of
p11 S* tip^ Who is personally known to me OR
Name of person making statement i,)
who has produced identification[ lIpe of Identification produced:
AngeliqueMatthews ` n4s,"
Pa-
NOTARYPUBLIC
STATE
OF FLORIDANotary SignatureComm#FF958412Expires
2/812020
REQUIRED INSPECTION SEQUENCE
Rlw# 11-7_, <I L-d Address: 1$! G4,v-t:, IZ4 b6t
BUILDING PL&t1VIT
Min Max I(nsectio..n Descri tion Footer /
Setback Stemwall
Foundation /
Form Board Survey Slab /
Mono Slab Prepour, . Lintel /
Tie .Beam / Fill / Down Cell Sheathing —
Walls Sheathing —
Roof Roof
Dry In Frame
Insulation
Rough In Firewall
Screw Pattern Drywall /
Sheetrock Lath
Inspection Final
Solar Final
Firewall Final
Roof Final
Stucco / Siding Insulation
Final l
Final Utility Building Final
Door Final
Window Final
Screen Room Final
Pool Screen Enclosure Final
Single Family Residence Final
Building (Other) lE'
LECTIt9CA-L _P.IERMIT Min
Max lens ec ion Des n'i $ll®n Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final 7['!
qp ,t1 i^
4 Min
MAX lens section Descri tll®n Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final ME(
CIIANICA1L?E-R6 ,' Min
I Max I Inspection Description Mechanical
Final Min
Max Inspection Description Gas
Under Gas
Rougl Gas
Final REVISED:
June 2014
TUFF SHED'
Stomp Buildings a Garages
Date: 3/15/2017
Tuff Shed, Inc. Multi -Jurisdictional
LIMITED POWER OF ATTORNEY
I hereby name and appoint
an agent of: Tuff Shed, Inc.
John Hunt
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
8l lyoo dqL ZrS,
Street Address)
Expiration Date for This Limited Power of Attorney: 3/15/2018
License Holder Name: Tom Saurey
State License Number: CBC1253645
Signature of License Holder:
Tom Saurey, President
STATE OF COLORADO
COUNTY OF DENVER
W
The foregoing instrument was acknowledged before me this 4th day of April ,
2017, by Tom Saurey, who is personally known to me and did not take an oath.
r
vjnot/a/ w Imv.,
US i 'au Fe Aotary
STEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20024017819
W COMMISSION _EXPIRE$ OCTOBER 11, 2017
Print or type Notary name
Notary Public - State of Colorado
Commission No.
My Commission Expires:
NOTES' UNINHABITED UTILITY SHED 'UP TO 12' WIDE X UP TO 24' LONG
1. BUILDING CODE: LEAN—TO
PROVIDE 2X BLOCKING
FLORIDA BUILDING CODE, 5th EDITION (2014)
N. TRUSSES. BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
TOENAIL WITH KIN16d NAILS: TYP BOTH SIDES. 2. DESIGN LOADING:
WIND SPEED (T1609.3.1): Vult = 155
Vasd = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3
IMPORTANCE FACTOR: (Iw): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1)
WIND PRESSURE (psi) (ASD VALUES) 66 PSF (ZONE 2, 3)
BASED ON 10 SQ FT) WALL: 36 PSF (ZONE 4)
45 PSF (ZONE 5)
Q
19
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
b.)
ENCLOSED BUILDING) -0.18
FLORIDA BUILDING APPROVAL NUMBERS--
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
FL20743.1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
FL10674.1-R12.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.2-R3.
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1.
RAFTERS TO BE SPF #2 OR BETTER PER SCHEDULE
12 -
12
FLORIDA APPROVED OWENS CORNING
OAKRIDGE 30 YEAR SHINGLES - FL10674-R12
OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218.1-R2
I—
Q 0 DOUBLE TOP I -
PLATES Q
w
a J0o
q
cm Q
SEE SHEET 3 FOR STEEL FLOOR WITH
I ANCHOR DETAIL OR FOUNDATION DETAIL
io T I UP TO 12'-0" WIDE
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ D)- TOE NAIL WITH (3)
FLORIDA BUILDING APPROVAL #FL17588.1. 18d NAILS, (2) ONE
HEADER NAILING:
SIDE, (1) OTHER
SIDE
HEADER TO STUD - RAFTER
4-16d END NAIL
DOUBLED HEADER
16d @ 16"
STAGGERED FACE NAIL
NAILING:
SIMPSON H1
OR USP RT15
FOR 6' WIDE
REFER TO SHEET 2 SIMPSON H2.5A
FOR WALL AND ROOF OR USP RT7A
SHEATHING NAILING. FOR 8'-12' WIDE
WALL TOP PLATES
MAX WALL HEIGHT FOR
EACH SHED: SIDING
LT - 6'-4 1 /2" (76 1 /2")
LOW WALL STUDS
3 RAFTER TO WALL
CONNECTION DETAIL
0 BUILDING SECTION
SCALE: N.T.S.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
TRIMMERS
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO T-O"
ON SIDE WALLS
4
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
RAFTERS @
24" O.C.
RAFTERS @
16" O.C.
RAFTERS @
12" O.C.
SPAN JOISTS JOISTS JOISTS
6' 2X4 SPF #2 2X4 SPF #2 2X4 SPF #2
8' 2X6 SPF #2 2X6 SPF #2 2X4 SPF #2
10' 12X6 SPF #2 12X6 SPF #2 12X6 SPF #2
12' 12X8 SPF #2 12X8 SPF #2 12X6 SPF #2
WALL FRAMING TO BE 2x4
SPF #2 OR BETTER @ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED
ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
2" PLYWOOD SPACER
CRIPPLES (IF REQ.)
HEADERS FOR SEE
OPENINGS UP TO 4'-0" DETAI
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" KING
USE (2) 2x6 SPF #2
STUCOPENINGS6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0" ON
SIDE WALLS
ODOOR HEADER DET I F
4B WALLS TALL SIDE WbjLL,'
SCALE: N.T.S.
KIKiel ClTl
REFER TO THE DOOR
DETAIL SHEET FOR THE OPENINGS UP TO 6-0" USE
DOOR DESIGN & (2) 2x4 SPF #2
LIMITATIONS. OPENINGS 6-1" TO 10'-0" USE
2) 2x6 SPF #2
OHEADER DETAIL FOR
END WALL
SCALE'. N.T.S.
7UUBLE TOP PLATE
1/2" PLYWOOD SPACER
ADERS FOR
IPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
IPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2
R SEE DETAIL
IMMER
SE PLATE
BOOR DECKING
FOR OPENINGS UP TO
6-0" ON SIDE WALLS
2x4 TOP
PLATE
2
LAV %7r 1 "
DOOR HEADER DETAIL FOR4CSIDEWALLS (SHORT SIDE WALL)
SCALE: N.T S.
TUFF SHEDCustomer:
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #. PO #THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FORA
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
TUFF SHED, INC.
ENGINEERING DEPARTMENT
t rl//
77///
N ' 'E /ii
S F •• ; !
1 %
o. 76835 _ =
7k
V
j '. • S T T E o F Q
O .. F P
Tm•E
BUILDING SECTIONS
HEADER FRAMING DETAILS
FBC, 5TH EDITION (2014)
C
DRAWING NO.
FL-PLT-01DrawnBy: SJ
Date: 1/2/15
Site Address:
Checked By:
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
303) 753-8833 EXT. 5618
REV. LEVEL 01
SHEET
A1Date:
Building SIZe.WIDTH- LENGTH -HEIGHT- $0. FT AREA
Scale: N.T.S. SHEET 1 OF 3
ONA 1111
3/8 SMART SIDE NAILING REQUIREMENTS
SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S.
BOLT LATCH ON FIXED DOOR FOR
ATTACH (1) BOLT LATCH AT THE TOP AND
1) BOLT LATCH AT THE BOTTOM OF THE
FI ED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
USE THESE NAILING TABLES FOR THE LEAN-TO DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. • MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
8 x 2" SQUARE DRIVE WOOD
SCREWS.
MIN 2'-6"
NO OPENINGS ALONG THE WALL
6' 6'-20' 8d NAILS @ 6" O.C. 0' 6'-20'
8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24'
10, 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24'
12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24'
RTN WALLS ON EACH END OF WALL- MIN 2'-6" WALL SEGMENT
6' 6'-20' 8d NAILS 6" O.C. UP TO 12' 4'
8' 8'-24' 8d NAILS 6" O.C. UP TO 12' 5'
10, 10'-24' 8d NAILS @ 6" O.C. UP TO 12' 6'
12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' 5'
DB DOUBLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S. I
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED, THE
TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF
THE HEADER, AND THE BOTTOM
BOLT WILL REST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOOR THRESHOLD
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
HINGE ATTACHMENT
3 TUFF SHED HINGES
DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY2SIDEVIEW3FRONTVIEW
SCALE: N.T.S. SCALE: N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
TABLE NOTES:
ROOF SHEATHING 7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
6' 6'-18, 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
8' 8'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
10, 1 U-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
12' 12'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
NO OPENINGS ALONG THE WALL
6' 6'-10' 8d NAILS @ 6" O.C. 0' 6'
6' 12'-16' 8d NAILS @ 4" O.C. 0' 6'
6' 18'-20' 8d NAILS @ 3" O.C. 0' 6'
8' 8'-14' 8d NAILS @ 6" O.C. 0' 8'
8' 16'-20' 8d NAILS @ 4" O.C. 0' 8'
8' 22'-24' 8d NAILS @ 3" O.C. 0' 8'
10, 10'-18' 8d NAILS @ 6" O.C. 0' 10,
10, 20'-24' 8d NAILS @ 4" O.C. 0' 10,
12' 1 12'-20' 8d NAILS @ 6" O.C. 0' 12'
12' 1 22'-24' 18d NAILS @ 4" O.C. 0' 12'
MIN 2'-6" RTN WALLS ON EACH END OF WALL- -MIN 2'-6" WALL SEGMENT
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.
THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE
3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE
A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON NAILS OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDNGS 6' X 10'-20' THE 3' DOOR IN THE END WALL WILL NEED OBE
SET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OT E SI
THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES.
6' 6'-9' 8d NAILS @ 4" O.C. (BS) 3' SEE NOTE 3
6' 10'-12' 8d NAILS @ 4" O.C. (BS) 3' 2'6" RE: NOTE
6' 14'-16, 8d NAILS @ 3" O.C. (BS) 3' 2'6" RE: NOTE F.
8' 8' 8d NAILS In 6" O.C. 3' 5'
8' 10'-12' 8d NAILS 4" O.C. 3' 5'
8' 14'-16' 8d NAILS A 3" O.C. 3' 5'
8' 8'-10' 8d NAILS @ 4" O.C. 4' 4'
8' 12'-14' 8d NAILS @ 3" O.C. 4' 4'
10, 10'-12' 8d NAILS 6" O.C. 3' 7'
10, 14'-18' 8d NAILS @ 4" O.C. 3' T
10, 20'-24' 8d NAILS @ 3" O.C. 3' 7'
10, 10' 8d NAILS @ 6" O.C. 4' 6'
10, 12'-16' 8d NAILS @ 4" O.C. 4' 6'
10, 18'-20' 8d NAILS @ 3" O.C. 4' 6'
10, 10' 8d NAIL 4" O.C. 6' 4'
10, 12'-14' 8d NAILS @ 3" O.C. 6' 4'
12' 12'-14' 8d NAILS 6" O.C. 4' 8'
12' 16'-20' 4' 8'
12' 22'-24' 4' 8'
12' 12'-16' 8d NAIL 4' O.C. 6' 6'
12' 18'-20' 6' 6'
12' 12'-14' 18d NAILS & 3" O.C. 8' 4'
FF
Order #. PO # THESE DRAWINGS AND THE / TITLE DRA%MNG NO.
TUFF DESIGN ARE THE PROPERTY TUFF SHED, INC. \ V/ //
Customer: Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PLT-01
DRAWINGS ARE FORA , DOOR DETAILS
Storage Buildings & Garages Date: 1 /2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = 835 REV, LEVEL 01SiteAddress: AND BUILT BY TUFF SHED.
zz ' = NAILING REQUIREMENTS
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET _ FBC, 5TH EDITION (2014) SHEET
Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA
Date: SHED AND THE ENGINEER OF DENWR, COLORADO 80210 ',
STAT of
Scale: N.T.S.
RECORD (303) 753-8833 EXT. 5618 -p•:
2 155C
er:, o A•..`' <c, SHEET 2 OF 3
S/ONA!
r r r I I I 1``
12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
10 X 3/4" PAN
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC. —
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
OR-
OT24SWB
1. STEEL SHED FOUNDATION
STUD
3/8".NYLON
LOCK NUT.
Z BASEPLATE
FLOOR PLY
600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:
600T125-054) ICC ER-4943P.
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING
8 x 1-5/8" ZINC PLATED S
NO BLOCKING REQUIRED.
JOISTS. STAGGER PANEL
4. FASTEN SOLE PLATE THR
OR TRACKS WITH #12-14 X
SCREWS. REFERENCE SP
5. ALLOWABLE FLOOR LIVE
TO JOIST & TRACKS USING
CREWS @ 12" O.C.
ALL EDGES SHALL LIE ON FLOOR
LAYOUT PER APA CONDITION 1.
OUGH FLOOR DECKING INTO JOISTS
3" GALVANIZED SELF -DRILLING
i ACING CHART.
LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPOR
AS SHOWN.
TED. 50 PSF FOR JOISTS ON BLOCKS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8"
BLOCKS UNDER JOISTS S
BLOCKS UNDER TRACK S
x 16", 4" x 8" x 16", OR 8" x 8" x:16".
PACED @ 8'-0" O.C. MAXIMUM.
PACED @ 4'-0" O.C. MAXIMUM.
6" .111 0
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4" STEEL SHED
MIN. EDGE DISTANCE = 6" BASE
ANCHOR SPACING: RE: KWIK 4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN)
SIDEWALL BRACKET DETAIL
v / SCALE: N.T.S.
6" .111 0
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4" STEEL SHED
MIN. EDGE DISTANCE = 6" BASE
ANCHOR SPACING: RE: KWIK 4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN)
SIDEWALL BRACKET DETAIL
v / SCALE: N.T.S. v / SCALE: N.T.S.
6'
V TRIM
SIDING
2X4X2'
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
z 3/8'0 x 4" CARRIAGE
BOLT AND LOCKNUTJ`r CORNER STUD
AUGER ANCHOR COMPONENTS BY 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
J
STUD
w
0
U)
o STUD
M
SIDING
DQ
TRIM
R END WALL
AUGER ANCHORS
WIDTH LENGTH OF ANCHORS
6' 6'-18' 4 ANCHORS
8' 8'-24' 4 ANCHORS
10' 10'-24' 4 ANCHORS
12' 12'-24' 4 ANCHORS
ANCHOR BRACKET
l TO BE FLUSH WITH
OAUGER ANCHOR DETAIL
EDGE OF TRIM
SCALE: N.T.S.
1 y4"
c.) >- FINISH
C13 ~ GRADE
NOTES: 0OON
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR.
OF THE BUILDING. THE REMAINING v } TYP. ANCHORS EQUALLY SPACED ALONG THE _
LENGTH OF THE BUILDING. (1/2 THE M 8"
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED). MIt
CONCRETE FOUNDA-
SCALE: N.T.S.
UNHEATED SPACE
4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
ANCHOR BOLT & CONTINUOUS FOOTING NOTES
P.T. SILL PLATE 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
PER NOTES BELOW BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
TOP & BOTTOM
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
CONCRETE FLOOR BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc= 2500 PSI.
a' 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: B
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
REINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
ER NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
ICKENED SLAB
IL
THESE DRAWINGS AND THE illi 1 f1/, TITLE DRAWING NO.
DESOrder #. PO #
GN ARE THE PROPERTY TUFF SHED INC.
TUFF SHEDOF TIUFF SHED, INC. THESE ENGINEERING DEPARTMENT t '
D. ••'!( /
fi/ FL-PLT-01
Customer: Drawn By: SJ
DRAWINGS ARE FORA \\
N S
i
DETAILS
Storage Buildings &Garages Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. _= 0 76835
Checked By: ANY OTHER USE IS = _ _ SHEET
FORBIDDEN BY BOTH TUFF 1777 S. HARRTSON STREET FBC, 5TH EDITION (2014)
Date: SHED AND THE ENGINEER OF DF,NVER, COLORADO 80210 ' n/
Building Size: WIDTH -LENGTH -HEIGHT -SQ.FF. AREA i 1l
RECORD (303) 753-8833 EXT. 5618 = \ 155C
Scale: N.T.S. i9o:,•
ATE a P • ; SHEET 3 OF 3
e
RECORD COPY __ 7^''•D COPY
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
42&• n -
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
JADING
SPNFOVID
FPAR
17-1514
RECORDCOPY Boundary Survey for
Joseph
E. Cynthia L. Michniewic Lot
41, KAYWOOD
REPLAT" Plat
Book 30, Pages 27-2B, Ns
Seminole County, Florida W0 ®
D Point of Curvature-\ s
NA kb 2 \ \NtY
Eage°e t / i
Drive - \ m
3'
Naik 2 : \ a29'
N
a
6
IS
Ofl
Covered Entry i
Story `N
Aes
i dence \ X\
r
t N, A/
C N m\ $
Covered Area /
Lot
41 ` 1•
g / / Screened.Pooi Lot
Ll Q \ 6 Deck Area / /\ j
Concrete Deck
Approxieate
Edge of Nate,. on
4/30/93 J Fence
Corner lying 0.
T E. 1. 4' N of property corner enAIMSE
US" Lot
9A j tis
Lot
BA shy
ZY
Lot
42 Fence
Corner lying / 0.
8'11. LYN of Property Corner O,
APPROVED
P, ENG.
QELot 7A 1( (s.
C
sgft) shed as shown Ok to
install a on plan. Meets adimension regulations for the SR zoning district.
Shed. must be a minimum of ft from the
side property line and a minimum of`1 from the
rearpropertyline.) Lot 41 Lot
6A r
Lot
eNGi
Tuff Shed, Inc. > o
o
ustomer Name: Joseph Michniewicz
State of Florida License #CBC1253645 > ' o Address: 181 Wood Ridge Trail
Product Approval (NOA) Cover Sheet cS
FNr
Permit #
As required by Florida Statue 553.842 and Florida Administrali a* Code 913-72m. Please provide the information an approval numbers for the
building components listed below if they will be utilized on the building or structure. Florida approved products are listed on line at
www.floridabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 2014 5th Edition
Standard Shed Materials
X Product Type Manufacturer Model#/ FL product HVHZ Exp Date
Siding (Shake) LP Corp Cedar Shake FL9190.1-R4 NO 06/01/17
x Siding (Panel) LP Corp Panel FL9190.6-R4 YES 06/01/17
Window - Single Croft LLC Series 96 FL15585.1-R4 NO 09/27/20
Window - Sliding Tafco Corp Series 82000 FL20743.1 NO 06/17/26
Fixed Tansom Innovations Inc. Transom FL17667 NO 12/31/18
x Roof underlayment Woodland industries 151b Felt FL17206.1-R3 YES 06/24/24
x Asphalt Shingles Owens Corning Oakridge FL10674.1-R12 NO 08/20/17
Door (Double) Tuff Shed, Inc. Premier - Double Door FL22202.1 YES 04/17/27
Door (Single) Tuff Shed, Inc. Premier - Single Door FL22202.2 YES 04/17/27
Door (Double) Tuff Shed, Inc. Sundance - Double Door FL22202.3 YES 04/17/27
x Door (Single) ITuff Shed, Inc. Sundance - Single Door FL22202.4 YES 04/17/27
Custom Materials Used
Siding (Lap) James L Hardie Lap FL10477.1-R4 YES
Steel Door - Inswing JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R3 NO 08/31/20
Steel Door - Outswing JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R3 NO 08/31/20
Full lite Door JELD-WEN 3068 FL17454.1-RO NO 12/31/19
Full lite Door JELD-WEN 6068
9 lite Door JELD-WEN 3068
Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218-R2.2 NO 12/31/19
Metal Roofing Thompson Arch Metal Company TM Rib FL5218-R2.1 NO 12/31/19
x Flood Vents Flood Solutions LLC Foundation FL17588 03/31/18
r
Florida Building Code Online Page 1 of 1
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2014 FL# 9190.6
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bearcn rce511Ja5
FFL#_
Mipua
Tvoe
aarvua
Manufacturer Validated By Status
FL9190-R4 Revision LP Building Products CBUCK Engineering, Inc. Approved
FL#: FL9190.6 561) 491-9927
History Model: LP SmartSide Precision Series Panel Siding
Description: Engineered wood exterior panel siding.
Category: Panel Walls
Subcategory: Siding
Approved by DBPR. Approvals by DBPR snail be reviewed and raunau uy kue V. 0-1
Contact Us :: 201 Blair Stone Road Tallahassee FL 32322 ohnner 850-487-1824
The State of Florida is an AA/EeO employer. C2pyriaht Z007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click hgM,
Product Approval Accepts:
n
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Safe
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r Product Approval00USER: Public User
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Code Version 2014 FL# 17206.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results - Applications
FF_# Tvoe Manufacturer Validated By Status
FL17206-R3 Affirmation WOODLAND INDUSTRIES, INC.
FL#: FL17206.1
Locke Bowden
334) 300-1800
Approved
History
Model: TYPE I AND TYPE II underlayments-HVHZ
Description: #15 and #30 Asphalt -Saturated Organic Felt
Category: Roofing
Subcategory: Underlayments
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovrioht 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 e-mail 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 emails 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 .
Product Approval Accepts.
r®. -.i W aLh E
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Safe
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VH
I15W
CONSTRUCTION MATERIALS
LABORATORY TEST REPORT
Report for: Woodland industries Date: july 27: 2009
1520 Kalamazoo Drive
Griffin, GA 30224
Attention: Dina C'rownover
Product Name:
w
No., 15 Manufacturer: Woodland industries
Date Received. June 25, 2009 Source: Woodland industries
Pill Report No.: VVII-005-02-02 Dates of Testing: Jury 1 - July 14. 2c)'099
Subject. The -purpose of;hisproject was to test 'Aloodland Industries No 15 asphalt felt widerlayment
for cofnpliancev,ifh the Florida Stiflding Gott(,: 2007, Sections 155017 2-3, 1507.5.L, 11 5,07-6.3,
1507.7,3. 1507-9.3, and 1507.8-3Underlayrnent using AS'Tfvl D 4869-04. Standard Specification;
of Asphalt -Saturated Organic Felt Und-erfayment usod it Steep Slope Rioofing, Type
1 (#8) and for compliance ASTM D 4869-005EI 5 : Standard Specification for Asphalt- Satutated
OrgankFelt Undeda inent Used in Steep Slope Roofing, Type 1 (#8',, Test
Methods: The test methods used included those found in ASTM D 4869: Staridaid Specification for AsPhalt-
Saturate(l, C)rganlic Felt Unidet'layrnent Used in Steep S/r ve /-' oofing and including: ASTM
D 146: Standard' Test Methods for Sampling and Testing Biturnen-Saturatea Felts and Wover?
Fabric.- for Roofing and Waterproofing; ASTM D 2218: Standard Test h4effiods for Sampling,
Testing, anrdAnalysis of Asphalt Roll Rooting, Cap Sheets, and Shingles, Used in Roofing
and Alaterproofingl- ASTM D 1921-2: Standard Test Mef,Wd for Propagetion Tear Resistance
of Plastic Film and Thin Sheeting by Pendalarn Method - ASTM D 61 -316: Standard Test
Allethod for, Ket-osene Number of Unsaturated Qty) Felt by the './.)Cuum Method., ASTM F
1087: Standard Test Method for Linear Dinnensional Stability of Gasket Material to Moishlre,
Sample
The'-GarriPle received frog i.V'Voodland industries Ofl June 25. 2009 and was a full factory Description:
labeled roll of felt. W11-
005-02-02 PR I Acc.reditations IAS-ES I"!--! 39:,State of Flo6daTSI'5876, The
twist results, opinions, of interpretations are based on the Matelial svpplid by the Nlient. This report it, for the exclusive ue Of Mated client, No reproduction
or facsimile in any form car,, be made withokii the clients pernission. This report shal! not be reproduced except in fuii without the
written )pproval of this laboratory, perfvrnance or warranty
statement for this material or products and processes containing this material in connection with this report Pki Comtruclion klwuriak
T Khnoroqvs' t Lt- 64"k Drivc I ampa'L 3,3i1 0 T 117 1-b8C, VV,, ie: W-p- Lim9w.port
Woodond lmdumnea
LAborsm; TeV Report for No. 15 Felt
Pye 2 A 3
Ret
r, I Me -- -,,'I , eIZ5 clqft-t'u Upon Cy pure-naser anal Selig.
W5051 02 PT dG'60 -111 2 C,R 1
60
R G The
testresuft-s! Mow% WMIMMMIsweb aced Onthe rrzte6as,,,Pphedythe client. dren No Wm&Uwn whuNk M
myhrm car be Made whhoui me rilent'S Permission. 00"w"WWWWINWISMAY pedmunry or waaany
mmmom AN& mmmal
m PM&OS arid mMaW w W,mcq, M pp,'! U-L 64,06 .idqgp
Oriip 'Famp,,', A BED Fg "A" Q-105aQ
dVoQiiarid industries
Labopal--Cr'y Test Rep Olt foi No. 15 Felt
page 3 of 3
Statement of Comoiance:
This product CC?i"np ivs ovoj all Of the requirernenis the Florida Building SeCdons 1 3Code2J0s , 507.2. , 507. 1507.E ' 1 C)i .7.3 5G7.9 3. and 1 tat , _ 1 undedayment using ASTM D 4869-04 StandardSpeciir_'ation for Aspbalt- Saturated Otgar?,c Felt Uri_'(V_dayrrter?t Used in Steep SloE,e Rrlofi??y; Types (8,. This
oatlC t also complies with all of the requirements of ASTM D 4869-05 ": Str3! darr SP CifiCatiOn ifji phalt- Satu'ted Organic Felt bindoilay mortt Used in S I or Slo o Roofing, Type e1 #8, r: o C1ac>~
County. p
kA i , t_iitatiran t i t for use in Signed:
Xtolin Dor,aid C. P president
CF
f-' Signed:
Luc
T. No..}e iierida
Registeredwr fessional Engineer P
E. NU mop r: 65034 Hate.
Vtrl!
005-02-C2. _ PRI :Seca dilations IAS-Ir,-S TL 189, r3tate of Fiond_a T. T 5878; Metro -Dade 06-11 i6,02; CRRC Thc,
t .,t resalts. opinions, ar inierprelations are bases CO the n,a, real suopl ed by the - Beni . This repor; is furthe exclusive .:se l'stated clientNo =reproduction or f;acsirnile in any Form can be made without the client's permission -hie report shall not be reproduced except in full014houtthewrittenapprovalofthislaboratory. PRI Consiruction.Materials Technoiogies, LLC assumes no responsibility nor snakes a performance
or warranty statement for this material or products and processes containing this material in connection with this report c>
r I -.xm tr;x;tk)n i,/,aterm,s rscnnariie v401d UIcYjilr t lr!ve J aTT pa, i=_ 336^u fe 513-6215r; r i ac 8;3 51,-5.9;0 c-In ;I rafena S SIr ;r.nc nt.cUm 'rVebSrte h, ,bw v.pr irl co
Florida Building Code Online Page 1 of 1
f
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Code Version 2014 FL# 10674.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Ce.nM Dei... t} _ Annlin 4:n nc
FL# Type Manufacturer Validated By Status
FL10674- Revision Owens Corning John W. Knezevich, Approved
R12 FL#: FL10674.1 PE
History Model: Owens Corning Asphalt Roofing Shingles and Starters 954) 772-6224
Description: 3-tab, 4-tab, 5-tab, laminated, starter and hip &
ridge shingles
Category: Roofing
Subcategory: Asphalt Shingles
HpproVeu gy U K. Kpp'wa uy uorK >rra it ue review<u arru raurrcu uy urc rv arrv/u urc wrrrr rrr»wrr r r,«<»or y.
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 e-mail 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 emails 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 .
Product Approval Accepts:
eCFeiY 12
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EVALUATION REPORT
Owens Corning
Orte Owens Corningo Parkway
ofedc, OH 436.5-19
EXTERIOR RESEARCH St DESIGN, LLC.
Ce0ificafe o,,Ai,vwtization #-q503
153 CH R IS1,1AN STREET, UNIT 41.3
OXFORD, CT 06478
PH0,NE: (203) 262-9245
AX: (2,03) 262-92431
Evaluation Report 037940.02.12-R7
FL10674-RI2
Date of Issuance: 02/06/2012
Revision 7: 04/18/2016
SCOPE'
This Evaluation Report is issued under Rule 61G20-3 and the, apphcal.aIe rules and regulations governing the, use of
construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Nieminen,
P,F, for use Of the product Linder the Florida Building Code and Florida Building Code, Residential VOILIMP. ' The
products described herein have been evaluated for compliance with the 5i" Edition (2014) Florida Building Codesectionsnotedherein.
DESCRIPTION.' Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance k?,fith the requirernents the Accredited Quality Assurance Agency notedherein,
CONTINUED COMPLIANCE: This Evaluation Report is valid untiI such time aS the narned product(s) changes, the
referenced Quality Assurance documentation changes, or provislons of the C-cide that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Merninen, RE, if the
product changes or the referenced Quality Assurance documentation changes. TrinitylEIRF) requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT! The EvalLiation Report number preceded by the words "Trinityj ERD Evaluated" may be displayed in
advertising literature. If atlY Portion of the Evaluation Report is displayed, then it shall be done in its entirety,
INSPECTION. Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the Job site at the request of the Building Official.
This Evaluation Report consists of pages I through 8.
Prepared by:
Av e
Robert J.M, Nieminen, P.E. R,! t Niemo; e,J,
TNT donF10KC10' ReqaArtizion No. -',916fiFlonelk, OCA ANF,1r'363 I.r'—w" ;jnod, knled oafdkop's rave IuL ,, 1, 1 a n s mi , iz-1 t thl CERTiFICATION
OF 11INDEPENDENCE: Ar"
Ll, &Ot 11mui,Ftrat- ,it_ the n4me'l Trinityjr-RC:
cfi)es not hzivg, nor` does it intend to MWile of vv fi it ecqufre, a fiiianded irlerest in any company manufacturing or distribu-tingprc)duets it e,vajj.jj, e.s. TriiiityjERR 's
not uwned, operated or cc)nttiolled by any dMiibuflnf,, pioducts it evaluates. 3. Robert Nierninn;
P,E. fj()es not have ncr will acquirp., c3 finaircial k-erest M any C011-1pariv R'aWifactMii)g oC dMtibuting ,-roductsfo; Whichtile evjlzuaticm reports we
being issued. 4. Rcbett Nlerninoi, P.E.
do es nut have, no, Will acqmre, a financidi in any ot' entfl'y involved in the approval pfc)cess of the ptodudL 1115 a bUildiiiF CQ, -
nn '.
RD nc eVal-u-ation. Neithei, 1 zilyif- r Rul3r t Nlerniiien, P,F. are tq any way, the grj!, i c— ej- of pe-cortjforany poled on which this Fvaivation g01port,
or povious Versions theleof, 3S/Was L6ed fo-mMitting ni design guidance unless re.taffled Specifically for that Purpose-
RooMG SYSTEMS EVALLIATI . ON:
Product Category, Rocifing
Sub -Category: Asphalt Shingles
Compliance state
II-nent: Owens Corning Asphalt Rom Shingles, as produced bv Owens Corning, have dernonstrated
compliance with Ihe following sections of the Florida i3uHding Code and Florida Buil&ng Code, Residential VolumethroughtestingInaccordancewithther)gfoiiowI Star,(
and Linrlitations, Y Condiflons, of Use set forth herein.
Jarf1s. `-'ornpliance is subject tc, the installaticn Requirements 2. STANDARDS:
Section Arcs
aer Standard Year 15072.5, R9052,4 Ysical fit op,rties AST 4i3462 2009 1-507.2,7,1, R905,2-6A 1 Wind, Roslstanci ASI-M. D-3161, 201119 1507,23,'11; P,90-9.2,05.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Ln—
fity Exarnination
Reference Date UL LULilt R96261IWit"d Fle"
i F-He R1,2453, Vcri. 3 0211512007 UL LI-C (CER9626) ilhys cals &—lJVjmjj Resistance 201-205 1 (5-R2453 05/16/2012 Ul u-C (I-ST9628) Physwal Properties 06CA20263 04/18/2006 UL LUC (TST9L,-%) WiredRestansIICA343080211-18/2012 U L LI-C (-i S T 9628) Phy5ica & Vfind R, 'e istanco 4786093!3-/ 02/0 11/ UL 11C (IST9628) Wit -I'll 6-786126532 021a.o/01,i UL 11C (TST9628) PhvsIc,;I' fat opernes lassific: atiorr letter 02' 13/2'014 U physICal propel",oS CISsiiCaJonleqeti)"`0200:!Wr-ae(CER1592) D- FfcHVH,7 corliplianceVeous N)As VaIi(YUSit c r %Q.)25) IuaFtVContYoI R2453xp.08/20/2017 4.
PRODUCT DESCRIPTICM, 4.1 Asphalt
Shingles: 4.1.
1 Classic' and Suprerne
are fiberglass re.iniarcerl, 3-tab asphalt t,colshingles, 4,1,2 Berkshireare fiberglass reinf+,)rciad,
4-talo asphalt roof shingles, 4,13 Devonshire"! are, Fiberglass reinfoicedl, 5-
tab asphalt roof shingles. 4. 1.4 Duration', TruDefinition' Duration", DUMti0n'
I PreMiurn 'Cool, FruDefinition, Duration, Designer Color
Collection,
TruDefinition'Oakr±dge, Oakridge and WeatherGuard
I HP 2re fiberglass leinforced, larriznated asphalt roof,;
hingie',i. 4.-) Berkshire Hip &
Ridge Shlingles, High Ridge,
Wea.therGua 0 rd r-jP Hip & Ridge, Shingles, ProEdge Hip & Ridge Shingles and DuraRidge" Hip & Ridge Shingle-S
are fiberglass relnforced, hit) and ridge roof asphalt shingles. 43 Starter Strip Shinegie stater Strip
Phis and, Starter Shingle Rail are starter strips 'or asphalt roof shingles. WITATIONS. 5.1 This is a building
code
evaluation. Neither TrinitylERD nor Robert Nierninen, P,E,, are, in any way, the, Designer of Record F r any profect
on which this Evaluation Resort, or previous Versions thereof, is/was used M ' ' ' t for permitting or design giai
ud we u n less ren' ned -S-0ecificaNy for that pu rpose, 5,2 This Evaluation Report is riot
for use in the HVHZ. 53 Fire Classilicaflon is not part of
this Evaluation Report; refer to ourren t Approved Rloofing Materials Directory for fire ratings of this product, ExteriorResearchandDesign, LIC. Certificate ojAuthomwrio,
r #951)3 Ivaivation Report
037940.02,12-R7 FL10674-RI2 Rew'sion 7: 04/1.
8/201,
6 Page 2 of 9
IN U .^^
Wina
5/L1 All Owens [oming shingles noted herein are Classified in accordance with FEC Table!; 15072,7.1 and
R905.2.5,1 toASTNAI D516l' Class F and/or ASTPvl D7158, Class M, indicating tile sh|n esare a eptab|e for use
in all wind zones up to V=o = 150 mph (\,n= 194 m ph) Refer to Section 6for ingsUaT|on requirements to
meet th/xwind rating, 5.
4,2 All 0wenoCorning hip &hdge shingles, Starter Strip Shingle and Starter, Strip P|os noted herein are Uaxs|fied in
accordance with F8CTab|es 1507.27,1 and R905.2,6.I toA5TIMI 03161' C/aos F, /ndicatingthe Shingles are acceptable for
use /n all wind zones up to V",d = 150 mph (V"lt = 194 mph). RafertoSection 6for installation requirements tumeetthis
wind rating 54 8 Classification
by ASTM D7I58 app|ieS to exposure categnry B or C and e building height of5O feet or less, Calculations by qualified
design professional are required for cond/tion--,outside these Umbatkzns. Contact the shinglemanufacturer for
data specifictoeach shingle, 5.4 4 Refer toOwens
Corning published infonnazkcinonwind resistance and installation Umkations. 5 5 Ail ppoduct In the roofasyemb|
y shaU have quality assurance audit in accordance m;'th the Florida Building Code and F.AZ.Rule- 61C,2O'
S. 6 1 U n-4-ftd im"
n-itat IS, I 1 Vnder|ayment shall be
aoreptob|e to Owens [ominQ and shall hold current Florida Statewide Product ApprnvaL or he Locally Apprnved per Rule
61G20'3, per F8CSections 1507l3' I507.24 or 0905.23, 6.2.1 installation of asphalt shingles
shall comp(y with the manufac(uer^s current pub|ished instructions, using ninimumfour (4) naUsper shinE.|e in accordance
with FBC3ectiony 1507.I mrRSD5.Z, with the following exceptions; Berkshire` shingles require minimumfive (5)nails
Per
shingle. VVeaLhenSuard' HP shingles require minimum six (S) nails,
persh(ng|e. Devonshire=sh/ng|esrequi/eminimumSix (6}nails per
shingle. Starter Strip Sningle and Startter Strip Plus require rnininlurn
five (5.) nails per strip, Referto Owens Corning published {ntormation on wind resistance and (
nstaUntl on limitations, 6.2.2 fasteners Shall be In, aocordancewith the manufacturer"
s published requirements, but not less than FBC 15072.8orR905.2,5- Staples are not permittod. 62.4
VVhee tharomfdope exceeds 21 units vertical in 12
units horizontal, special methods of fastening. are required, See figures below for detaUs 62. 5 Minimum Nailing —
S1arterStrip Shingle and Starter Strip P|
uo: Exterior Research and Design,uc certwefae ofxuth~rizmionm,95m Evaluation
Report o 02 12-m
FL10674-RI2 Revisionr:
uw1812cua Page ao,u
6.2,6 Mini,
morm-W 'WmOrd or Aran carat
Wind Aren-a High. wink" y
A-0 per- Aroaz iRojr". $omx to'
Pi
fs, Expoluto
Expcsir;6n
6.2-7 Minimum Nailing —Berkshire";
culi sr" .rigs
fLQ & g6'kdot
Standam' Fastening Pattern v
TRU, III floorl"
Al &MUnsand or Ar-v Para ffind
Amo3 ffigh'Arind lqsv&13 "s y ATHS
Parn A-virdS mormefe. Areov yirwov fifortma Mansard
of Steep SloPe i-astening Pattern e,
lvim risremrib rau e., n Exterior
Research and Design. H-C, lvaivatlon Report 037940.02.12-R7 Cert;
irate ojAuthofj,--rioj #,-)503 FL10674-
RI2 Revision
7: 04j18/2016 Page
4 of 8
ERD
6-LB Nlinimiim Nailing— Devonshire,,:
M
c'4'ammm
de 5 -Fim pu& if)"-w"Om
g
U'OW'6 e" do S66'dlo
Standard 6 Nail FaOenfing Pattern
6.2.9 IVIMirrium Wing — Durat;'on'', TwDofinitionl") Duration, Duration' Premiur 14
l Coo! & TruDefiniVen Duration
Designer Color Collection:
11&ansard OQ'SteeP Slope Fastening Pattern
Exterior Research and Design. O-C. EvaWation Report 037940.02,12-R7
Cerfifirate ojAurhcwa6on#95c3
FL10674-M
Revision 7: 04/18/2016
Page 5 of 8
AD
6-2,1 Minimum Oakridge'-':
5 5f?Extc"wv E;qwu" I
do " 6"T p aig, ?A 6" e r a!
Standard Faci-ening Pattenn
Mansard orSteepSjiorlE! patt(-rj
62A Minimum NaNirg— WeatherGouard" HP: Nalk
6-
Naill Fastening Patte.rn Ao
F*
PUw5w7*wjl Aw Ls" Exterior
Research and Design, LLC, Evaluation Report 037940.OZ,12-R7 1-
CertificateofAv.-ho, Lrrio n #,4503 FL10674-R12 Revision
7: 04/18/2016 Page
6 of 8
c xlk.x^^
6, 1 installation of Berkshire' Hip and Ridge3hiqgl*-c., Hig,h Ridge vVeadhe!-Guard~ HP Hip and Ridge Wngles and
ProEdg e Hip & PidIce Shingles shall comply with the manufaicturer's Current published InstrUrrions, using four4) nails per shingle. |nata||ation ofDuraRidge= Hip& RidgeShing!as she!) comply with the manufacturer's
current published instructionS, using two (2) oai|s per shingle. Refer to, Owens Corning publishedinformabonon ind res tance and indi amita(on4including the use of hand -sealing for wind warranties, 6.
12
Fasteners shall be in aocnrdoncevvbh the manufacturers Published requirements, but not less than FGC 15D7].6or,
R9O5.2.5. Staples are not permit-ed. 5-3.3
Minimum Naiiing—Derkshinee Hip & Ridge and High Ridge: 6.3.4
PMHMmumNailing— "VVeathr5oardwMPHip and Ridge: Exterior Research and' Design, uC
umuatimReport 037940,02.1" m FLzou 4-nI2 Revision nn*/
18/2ma Page
7mro
6.3.5 Minimum Nailing PmEdgeHip & Ridge Shingles:
Prevailing
Wind Directioti
5 sknt Strip~^
8 8~`*'
m X ^
Standard
Fastening
pitterin
Sealant
12
63.0 Minimum Nailing —DuraRidge—Hip & Ridge Shingles:
Note: The drawings below pertain to minimurn, as -tested attachment requirements. Refer tnOwens Corning published
installation instructions for their minimum requirements, 7.
LABELING: ll
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
7.
2 Asphalt shingle wrappers shall indicate compliance with one ofthe required classifications detailed in FB[ 8. BUILDING
PERMIT REQUIREMENTS: As required
by the 8ui|ding Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
9. MANUFACTURING
PLANTS: Contact the
namedD4entity for information nnwhbh plants produce products covered byFlorida Rule 9N-5QA requirements, 10. QUALITY ASsuRAmCsENTITY:
END
OFEVALUATION REPORT ' Exterior
Research and Design, uc
Evaluation Reportoa940m.x2-R7 r°,ificate=/^"th"riz"won*
95m rL106o'nIz Revision r:v4/8/2mo Page
ovrx
Florida Building Code Online
rage 1 UL 1
r r€
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FL22 02 New Tuff Shed, Inc.
FL#: FL22202.4
Model: Sundance Side -hinged Wood Shed Door (Outswing
Single)
Description: Sundance Side -hinged Wood Shed Door (Outswing
Single Door) Maximum Size 4' 6-5/8" wide by 6' 4-3/4" high
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
wAnoroved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POE and/or the Commission If
Validated By tat s
Window and Door Approved
Manufacturers Association
715) 551-5062
necessary.
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32329 ohr,nA• U-487-1824
The state of Florida is an AA/EEO employer. Copyright 2007-2013 5tate of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not sendmail. If you have any
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deffective Octoberthe c1, 20e by 12, licensees lice. -pursuant to
nsed traditional
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if Section 455.
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ECt. xk Credit•
Safe t (
a1CitV
il'
i'lUC 5'fd https://www.floridabuilding-
org/pr/pr_appjst.aspx 5/15/2017
ASSEMBLY INSTP.UCTIONS:
NOTE: INSTRUCTION #I THROUGH #3 ARE TO BE
PERF' RC,1ED IN FACTORY INSTR1ICTION t'4 CAN BE SEE DET AIL 'A'
PERF 7RMED !N FACTORY OR CAN JOB SITE. ASTRUICTION FOR INSIDE Vitt+.'
a IS TO BE F R t'?fYirn ONJOB SIM OF i St_PALaLY' 1
A 'TA"-'H ITEM 1 J116 036 3 lFRK)r SHEA. HIND! r 0- ITEM
2 t +EEL DOOR FRA.NE 7 VZ' SO USING',WITH ITHITEPrt ;
148 x s-112* SCR EWS) ,t-) S n,C. AND (2) SCR"; S i AT
EACH END OF EVERY S'EE: TUOE AS SHE AIN IN DETAIL
AT
TACH ITEM 4 (3 Y O B St' APTSIDE. EXTERIOR SHf
ATHI C TC RTEPA -S'i E tDOOR FF.APSr' T_ 2' I
Q. :7dI +) V'iT, H IT Nt 3 i#8 x V „CPEt AND (
2, S-C RFWS AT EA C H END OF EVERY STEEL T UEE AS
SHO'A't. IN DETAIL'9'.irk
3
ATTACHIT i 15 (DOOR TRIM) TO ITEM 4 t iF OSS LLB SMR SIDE
EXTERIOR SHEATHING) EK As 1A WITH
H ERJOR
GRADEMST C
Ril FIONADHESIVE AND IT EM fNAJL. , A.ND;11
NAJL5 A> EA- H END OF EVER', TRIM ("_7 K PIECE AS
SYIN. 4. ATTACH 1..
I , (HINGES)TO DOORASSEMBLY A.'i Tli I FEM 5 R
X 114' 80 DRIVE ` 0OD SCREVIS) r z AT LnCnTIO!
vS Sh
O'
r rN ON SHEET G, S4t SCRE',PIS PIER NSTA' . OUTSIDE HANDLE 'COM
JEN OF ITEM Y71 TO THE. 35EMPR6. r' '
ltT+ ( ITEM 8 08 x > f.4 SQUF RF ^ ! fE SCRE
NS). I* T Ll_ CAS L, 7 fOOMPONEN1 Of- 11 En8;
t7}T;, lye DJOrt,iSaEP,13LY KITH 14, 4RX 1-
1:4 FAN HEAD SCREWS. ATTACH INSIDE •y;. HANDLE ;'CC?fPONF_PIT
OF {"E v?TM7) A.W. SEi,URE'r`ITTH NASirR .AND NYLOC OI
HANDLE SHAFT t,^,OMPO^TENTS OF
ITEM,, t7). SEE DETAIL 'A'. "'` ice; i EXPLODED DED DOOR .ASSEMBLY
1PARTIAL INSIDE ViE-W
PARTIA!_ END N(E ' PAFITIAL OUTSIDE AE'4 1 HANDLE DETAIL_ TUFF
rmSHED I UFF
SHED, INC,
ti. PO DETAIL 'B'
t121 TUFF
SHED "L"
ASSFitFi LY Ti s '
dRN 1NC
1 JD THE i rJF !r N ARE. Tr E FR1F` FTY OF T 0RA.VANGS
NRE FOR
A 9 I . T 7
0E SLPR.IEJ AND F .IL.r
a t TU F SHED. A'NYOTHERUSE 1 P
DD :l BY
Tf-F ED I INCP THE ENGINEER EF
i RFC,OI:J. r
S 1_h )PART
MiUt48ERi UE CRfFTION --- VENDOR_ 7, b Ar A
OSE INTERIOR ER1Ch SNEATHIN!; A APPR;?VE6°— STEEL Dc()F FRAME
i t Z 1 EEL DOi7Ft FRAME s, q . RUN SUU .F#d ARLSOhd
4 3i' S^IhRI
DrE T HFAINIPrG-- As, GA tPi' - 5 DOOR TRIM LOUISIA-..
A PACIFIC NAIz SOUTHEP^. AP ^c
N E_3JD%Ci D
TUF. SH"tG'L'HANLEASSEMBSY_ SIE.R, r^A-IFi^ TSDPl 148 x 2
114 SO !ARE DRIVE A1001) - SCREW T- - I ` 4TH691h it1-
iIDQORHANDLE
AND STRIKE
t' RRICANE S -RING
SO LT PLATE ATTA -4-it4c NT rrlL, PAR- 4• BdZN
SIERRA PA . , EC PART r±'402 F. ATTACH (1! HURRiCA E
SOi l 5" FRONT TOP OF 4 00" AND (1
f
FRO 9 S-)TTO+hA OF DOOP- INSTALL DOS" HANDLE PER ATTACH EACH BO;tT
t1iT 14) kR;q?-tr4 S 7-R- MANUFAC URER'S INSTRUCTIONS. LISP a, 2 r " `,G.
JA E DR;VE >` O,_ SC^Fug/SSCRUV& A
TA IH STRIKE E PLAT E V0I H: 1 SINGLE DOOR ASSE#+r191.
Y S_PS „S T) BE LOCATED AS SH ;tN. HANDLE` 1+ NYLOC 41'
ASIiE0 -
DEl '
AIL '
A' Arr+
A.N'T
SlE7} Sr T i -
1 Ka1T- 6
ifi-- I I j TUFF
SHED i-
iiN PE PERUOOF2, .AT''ACH
r.ASEACHHINGE L,4TCH
UL '-t•I.L._ '-i` HINGE1SCRE,V ;Ft 48 x 1-1
r4" PAY rsn02j - ORDER FfTryAa HEAD SCRE.`4?S
PURCHASING DE.PT, HINGES TO BE LOCATED
AS SHOWN. HINGE
ASSEMBLY DETAIL J
FP.ONT VIEW
R +V 'Nt S
B TL.T SiID, INC_
IN HOI St DR i
I C, [ L! KTZF Nt 177c HARRISON STPL' DF.,NVFR,
C01 UC AW) ) ! 10 t0
3) )TUFT 1 r II70, SIC..
is. aa. rsa;
a ;.es:. ca.•an:
rr;:v ..nnri- TITLE 4' f4'060) 00- E c
F
A::Su 41LY AND INSTAr LATIONPP,EMIER SERIES
i DRAMNG NO, AP-
Fs..-Pt^EN-
01 1 REV.
LEVEL D. I SHEET SHEET
1 OF 2
15 AL FRONT VIEW
I.NSTAL RU, TION TNSTn,'jS: 1 .
ATTACH ITEM.- 'STRIKE PLATES) TO ITEM I 1,4N50 PREMIER EKOOR) IvNITH ITEM I I 1 8 2!
SCREVVSRER STRIKE
PLATE. 2.
AICH CO Wl F-1 F 000R ASSEIMBI. Y tAl-H, HINGES AND a RIKE PLATES TO WAL'i PANEL
ASSEfJBl - VIM MATHITEU, "I (MB X 2•114' SO. DRIVE ll.'00,1 SCIREtJJS f AT LOCATIONS (
4) sCP'EWS PER HINGE 3-
ATTACH ITEM R I -STRIKE PLATE'. TO ITEPA 10 (TRIMMER STUD) WITH I2tITEM il, I48 X DRIVE
kWOD SSCRE!,',.,';3) XTL0(-A:rK.)N 4.
ATTACH 17PL-1 r(,HUPRICAN !7 SO;-TC) 10 ITIPA I {PREMIER DOOR) VOTH IMfll ;#8 X 2-'.,
W' SO DWE','VOOD SCRE`A S? AT LOCATIONS SHOAiNl, (41; 5CREv;S PER BOLT. FRAW
N G NOTES: I'
STUDS TO BE SPACED 1 C' O.C,, 2.
FRAME TO BE &NINIVIUM 2X4 SPF 3.
FrANIF. NAILING 14PNGSTUD
TO; TOP Rl-AT=, 2-'6,,3 END NAh 2ND
TOP PLATE TO1ST TOP PLATE. I fid NAILS EVERY IS-, KING
STUD TO BASE PLATE, 2-16d END NAIL KfNG
STUD TO HEADER. 4", Fid END NAIL TRIMMER
STUI-3, TO I 1EADEP. TOENAIL Ti
IAMER STUD 70 BASE F" AT E. 2- 16d END NAIL 4.
1,
4,;6 XW GA01 HEX MEAD SELF -DRILLING SGRE,)S 4 iZ; O.C. 1
P4S 14080 PREMIER STANDARD DOOR TUFF SHED QUAIL
RUN TRU'
jSJURAj WALL PAPIFL AS MBL SHED 131&
APA FLOOR DECKING A FA hF71IR6-11 E5.1— Hll'
h-"'J5 TUFF SHED HINGE SIERRA PA PACIFICjDOOP
TRIM - VERTICAL LOUI-'-ANA PAC19C 7
DOOR TRIM - HORLIONTAL LO'JiSiAN! APACIFIC KE
PL S I E R-RA PA Cl F I IIl"'
3zN H t J R—R-F-, A-P' E S P —RJ NG 8 0 —iT ZE P- R A I F I C TRIMMER
STUD MARKETLUW',ER a;:
x 2-14' SQUARE GMS OPTIONAL
HEIGHT CONFIGURATION
31
E OP PLJATE PARTIAL
EXPLODED PARTIAL ASSEMBLY /— i o PARTIAL ASSEMBLY INl_
VIE po #
7liFSE rlPA-MNGS ANU THE N
DEICARE THE PROPERTY FFSHEDL.t Jni r. E.rrawn ByPK GF LkLp jffCIris . 7 H ESE Stora.-c Bi3fl&
nms & Charafges .31?3117 RAWING'', ARE FOP, A one Addre,& SUILICING
TO HE SUPPLIEC, TIJIFF SHED, INC,
Chocked B,,-. AND
6' -IL
T .13" TUFF AN Y OTHER
USE k3 DAt RWODFN aY
rljF Sqal BY R7 IT SlIED,
INC,
HN'HOUSE DRAF1 rNrG,
DEPAWEIIIE 11 17: 7 S.
HA Rill(SO.N1 STR FAI'l., DE"WR, COLORA00 KI
0-631 753-'!. ul
P'F TITLE j DRAMNG NO.
4' (AF'-FL-PG
EN-014060) DOOR ASSEP/,RLY 1L- ANDINSIALLA(ION llEV.LEVEL
01 PREMIIER SERIES SHEET SHEET
I OF 2
I A
Florida Building Code Online
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Code Version 2014 FL# 17588
ALL
Application Type ALL Product Manufacturer
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Category ALL Subcategory
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Application Status ALL Compliance Method
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
sults A
ucavonsTyneManufactureValidatedBySta
uNewFFloodSolutions, LLC ICC Evaluation Service, LLC. Approved
Category: Panel Walls 205) 599-9800
Subcategory: Wall Louver
inn ratified by the POC and/or the commission if necessary.
Approved by DBPR. Approvals by DBPR sha
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED 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 e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email Fss wcan
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click be
made available to the public. To determine if you are a licensee under Chapter
455 Product
Approval Accepts: 9
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Catd Safe
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https://
www.floridabuilding.org/pr/pr-appist.aspx 5/
15/2017