135 Elliott Ave - BR18-003670 - SHEDo
CITY OF
SANFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: M - 3G 20
Documented Construction Value: $ 'Mi61 53
Job Address: /3 5 / V ' (51l Qll 4a
2,, Parcel 1D: 36-/ 9 -.31-5QV — 0oX — d4030
Type of Work: Ncll
Description of Work:
Historic District: YesDNoR
Residential Commercial
Plan Review Contact Person: Scott Earl/Permit-It, LLC Title: Owner
Phone: (407) 985-2990 Ext 206 Fax: (360) 998-3228 Email: tuffshed@permit-it.com
Propenrt jOwner Information / —
7
Name "d:Q.li( C.l li w/ Phone: ( I 6A7— / OV
Street: 135 / V' E lio/7-05 Resident of property? Y.
City, State Zip:
Name Tuff Shed, Inc./Tom Saurey
Street: 8524 E. Colonial Drive
City, State Zip: Orlando, FL 32817
Contractor Information
Phone: (407) 985-2990
Fax: (360) 998-3228
State License No.: CBC1253645
Architect/Engineer Information
Name: Richard Wills #76835/Tuff Shed, Inc.
Street: 1777 S. Harrison St. Ste 600
City, St, Zip: Denver, CO 80210
Bonding Company:
Address:
N/A
Phone: (303) 753-8833
Fax: (360) 998-3228
E-mail: tuffshed@permit-it.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TIIE JOB SITE BEFORE TIIE FIRST INSPECTION. IF VOU 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 du the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance ol'a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work. plumbing, signs. wells. pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC: 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code
Revised. Jamory 1.2018 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 ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Low, 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 co Wu jtion and zoning.
Signature of Owncr/Agent Date Stgnturc
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Print Contractor/Agent's
04/) 7/2018
of WOW. Date MERLE LEVY
Colorado NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20174023626
MY COMMISSION EXPIRES JUNE 6, 2021
Owner/Agent is Personally Known to Me or Contractor/Agent is _/ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID N/A
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: ?27Aa lir UTILITIES:
ENGINEERING: FIRE:
WASTE WATER:
BUILDING:
COMMENTS: OA 14 Lon jt2zj A o a lv aC /.?' SA4v( yc S1w.ir P&n
Revised: January 1. 2018 Permit Application
Grant Maloyy. Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018099069 Book:9200 Page:1674; (1 PAGES) RCD: 8/28/2018 8:07:59 AM
REC FEE $10.00
N
C[RT!FIcO C0rY GR EdT
PHIS IN8iRUlIAEPlT to D tip ' ,' u'':.::!!
Name: Tuff Shed tt'yt t C I;' FLOR'^
Address: _, 4 E'o n i'Drive, Orlando. FL 32817 "— SEMIr•' ' _6
BY DEPUTY CLERK
NOTOC E OF COMMENCEMENT
Oate 20)8
Permit Number. _
Pa"I lD Numlier.
The undersigned hereby gives notloe Diet Improvement will be made to certaln real property. and In accordance with Chapter 713. Rodds Whites, the
following Information Is provided In title Notloe of Commencement.
1. •DESCRIPTION OF PROPERTY: el descrlp of the property and treat ad 1
3 > ' EI. L . - Tr dv-.. o . FL, 32.'Tn (
2- GENERAL DESCRIPTION OF IMPROVEMENT: p ' X t2 " d 4a!)
J: OWItER INFORMATION OR LESSER INFORMATION IF THO LESSEE CONTRACTED FOR THE IBA silt
Name ono eddross• MATH uv M. C14Rf 1-L Mt-U SSq 1. , 3AWUj/ 1T 1ZSL r6T AVf= .SA NP
Interest In property: OWnef 42g,17
Fee Simple Title Holder Of odw Then antler listed above) Nam;
CONTRAWTOP: Noma: Tuff Shed Ina, License # CBC 1263645 Phone Number 407.2822444
Address: 8524 E Colonial Drive, Orlando, FL 32817
A. SURETY (If applicable, o copy of the payment bond M oUachod): Names' N/A
Address: Amountof Bond:
a. 'LENDER: No Phone Number.
Adams' o
Y. , Pomns within the State of Florldo Designated by Owner upon whom notice or other documeme iney be served as provided by Section
713.13(1)(a)7., Florida Statutoo.
Name• N/A Phone Number. = -
I
Address:
a In addition, Owner deolgnetes of
to Toelve a copy of the Usnor's Notice as provided In Sedan 713.13(1)(b). Florida Statutes. Phone number.
1
4. EiVrolon Date of Notice of Commencement Crheexptreson M 1 year ham dots of recording unless adillsrent dote W spedaed)
NARNiNG1 7D OWNER: ANY PAYMENTS MADE BY THE OVVNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE"BEFORE T IRBT INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT VVITH YOUR LENDER OR AN ArrQRNEV
BEFORE COMMENCJIM WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
04v0Z0Z
rar arownsewwwwo owrerr>ms 2
Auuwaaee nAONOsif , .
gtm of Flol'ida County of 0
7hs foregoing Instrument nee sclutwo: before Mel
by —P1 D ;In I A r 1/1)1 Who to personally knount to mb 0 OR 7
MamaA0 m•Nro o^t '\ / (1 ,
Who hee produced tdoidMeeuonWWo of Identification produced:
BRITNEY RFORBESr,' : ,, N Notary Pudk - Suteof Florida
Commission rGG 152528
My Comm Expires0a1B.2021 '
Iordedtluwf NWonil oury4v.
TUFF SHED*
Storage Buildings a Garages
1777 South Harrison Street, Suite 600 • Denver,CO 80210
office.303-753-8833 • facsimile:303-474-5520
LIMITED POWER OF ATTORNEY
Date: 07/Z7/2018
I hereby name and appoint: John Hunt
an agent of: Tuff Shed Inc.
Name of Company)
to be my lawful attorney -in -fact to act for 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:
Street Address)
Expiration Date for This Limited Power of Attorney: 07/30/2019
License Holder Name: Tom Saurey (Tuff Shed Inc.)
State License
Number:
Signature of License Holder:
State of Colorado
County of Denver
The foregoing instrument was acknowledged before me this'o-714ay of July , 2018,
by Tom Saurey who is personally known to me and who did not take an
oath.
Af
Sig t e of Wary
STEPHANIE BUTLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20024017819
W COMMISSION EXPIRES OCTOBER 11, 2021
Stephanie Butler
Print or type Notary Name
Notary Public — State of COLORADO
Commission No. 20024017819
My Commission Expires: 10/11/2021
www.tuffshed.com
NVTtb:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„n = 155
Vag 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET3)
IMPORTANCE FACTOR: (1 ): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (pst) (ASD VALUES) 58 PSF (ZONE 2, 3)
BASED ON 10 SO FT) WALL: 31 PSF (ZONE 4)
34 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
ENCLOSED BUILDING) -0.18
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
FL10674.1-R13.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. MARLYNMETALS, INC METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL8393.7-R5.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1-R1.
8.OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATW"Irl-
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF
SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
PPTR - 8'-0 1/4" (96 1/4")
TR/TRD800 - T-8 1/4" (92 1/4")
UNINHABITED UTILI
OVERHANG OPTIONS
A
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SPF #2
20 WINDOW SILL
FLOOR DECKING
BASE PLATE
5
MAX
Y SHED UP TO 12' WIDE'x UP TO 24' LONG
PPTR, TR/TRD800
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING, PITCH
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 YEAR
SHINGLES - FL10674.1-R12
ORIf FLORIDA
APPROVED THOMPSON ARCHITECTURAL
METALS CO. SIMPSON H1 OR USP RT15 METAL
ROOFING - FL5218.1-R2 FOR 6'-10' WIDE SEE
THE TRUSS SIMPSON H2.5A OR USP RT7A CONNECTION
FOR 12' WIDE DETAIL -
DETAIL 4 WALL
TOP PLATES SEE
SHEET 3 FOR STEEL FLOOR WITH ANCHOR
DETAIL OR FOUNDATION DETAIL UP
TO 12'-0" WIDE OBUILDING
SECTION SCALE'
N T S DOUBLE
TOP PLATE CRIPPLES (
IF REQ.) HEADERS
FOR OPENINGS
UP TO 4'-0" USE (
2) 2x4 SPF #2 OPENINGS
4'-1" TO 6-6" USE (
2) 2x6 SPF #2 OPENINGS
6%7" TO V-0" USE (
2) 2x8 SPF #2 KING
STUD TRIMMER
BASE
PLATE FLOOR
DECKING FOR
WINDOW OPENINGS UP TO X-0" FOR OPENINGS UP TO 8'-0" WINDOW
HEADER DETAIL O DOOR HEADER DETAIL 2FORSIDEWALLS28FOR. SIDE WALLS SCALE
NJ S SCALE N T SWALL
FRAMING TO BE 2 x 4 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
SO INCH VENT FOR
EVERY ONE SO FT OF
BUILDING 3)
2X6 SPF#2 16d
@ 12 11: HEADER
A; KING
STUDS (2) 16d
@ 12" O.C. STAGGERED
TRIMMER
STUD ON
THE INSIDE 8d
@ 12" O.C. TRIMMER
STUD FOR
OPENI TRIPLE
HE/ 26FORSIDEVN.
SIDING
STUDS
TRUSS
TO WALL CONNECTION
DETAIL SCALE
N TS 1w —,
UDS L
fit/
KING
STUD TOE
NAIL WITH (3) 18d
NAILS, (2) ONE SIDE, (
1) OTHER SIDE
STUD
HEADERS
FOR: J L TRIMMER STUD OPENINGS
UP TO V-0" USE (2) 2x4 SPF #2 OPENINGS
6-1" TO 8'-0" USE (2) 2x6 SPF #2 REFER
TO THE DOOR DETAIL (SHEET 2) FOR THE
DOOR DESIGN 3
HEADER DETAIL FOR END
WALLS SCALE
N T S TUFF
SHED e
StoregGarages Buildings & Gara TUFF
SHED, MFG. FACILITIES Order #.
Customer:
Slte
Address: P.
O. # THESE DRAWINGS AND -THE DESIGN
ARE THE PROPERTY OF
TUFF SHED, INC. THESE DRAWINGS
ARE FOR A 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 i
S
F -.0 i No.
6835 —_ i
o : :'
i
9-. TA a of i
OSs •0 j\` TTRE
BUILDING
SECTIONS HEADER
FRAMING DETAILS FBC,
6th EDITION (2017) 155C
DRAWING
NO. FL-
PPTR TR80"1 DrawnBy: PK RICHARD
7. WDLI S, P.E. 1777
S. HARRISON STREET DENVER,
QOLORADU 80210 303)
753-8833 EXT. 96315 Date:
12/6/16 REV- LEVEL 01 Checked
By: SHEET Building
SIZe.NAOTN-LENGTH-NE1GNT.SO FT.AREI1 Date: Scale:
N.T.S. PAGE 1 OF 4 l111111
I1\
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
LT LATCH AT THE
FIXD DORATTCH EACH OBOTTO LTOLACEH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
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.
D1 B DOUBLE DOOR ASSEMBLY
TOP VIEW
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
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE N T.S
USE THESE NAILING TABLES FOR THE PPTR AND TR/TRD800 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 TOTALBEINGWALL' WALL OPENING COMBINED BEING WALL WALL COMB. COMBINEDUSEDWIDTHLENGTHEDGENAILINGNOTE2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
NO OPENINGS ALONG THE WALL
6' V-18' 8d NAILS @ 6" O.C.
8' 8'-24' 8d NAILS @ 6" O.C.
IV 10'-24' 8d NAILS @ 6" O.C.
12' 1Z--24' 8d NAILS @ 6" O.C.
MIN 2'-4" RTN WALLS ON EACH END OF WALL -
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
3NTUFF SHED HINGES
R DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
OHINGE ASSEMBLY
FRONT VIEW
SCALE. N T S
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 801/4" ON SINGLE HUNG DOORS AND 96" x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
ROOF SHEATHING 7/16" OSB)
WIDTH LENGTH FIELD NAILING EDGE NAILING
6' V-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
10' 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C.
12' 1 12'-24' j8d NAILS @ 12" O.Cl 8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
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 (NO
OPENINGS) AND NAILED AS SPECIFIED. THE END WALL WITH
THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH
SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM
LENGTH OF 21/2".
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d 12" O.C.
6. ON THESE BUILDINGS V X 10'-18' THE X DOOR IN THE END
WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2'6" PANEL
ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF THE
DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
NO OPENINGS ALONG THE WALL
MIN 2'-4" RTN WALLS ON EACH END OF WALL- MIN 2'-4" WALL SEGMENT
8' 19-12' 8d NAILS 4" O.C. 3' 5-
8. 14'-16' 8d NAILS 3" O.C. 3' 5-
8. 18'-24' 8d NAILS 4" O.C. BS 3' 5'
8' 8'-10' 8d NAILS 4" O.C. 4' 4'
8' 17-Ids 8d NAILS 0 3" O_C. 4' d'
8' 1 22'-24' 18d NAILS @ 3" O.C. (BS) 1 4' 1 4'
10' 1 10'-12' 18d NAILS 6" O.C. 1 3' 7'
10' 1 14'-18' 18d NAILS 0 4" O.C. 1 3' 1 7'
10, 10' 1 8d NAILS @ 6" O.C. 4' 6'
10, 12'-14' 8d NAILS @ 4" O.C. 4' 6'
10' 16-20' 8d NAILS @ 3" O.C. 4' 6'
10' 22'-24' 8d NAILS 0 3" O.C. BS 4' 6'
10, 10' 8d NAILS A 4" O.C. 6' 4'
22'-24'
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. # THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD.
gF SHIED, INC.
ENGII iEERING DEPARTMENT
N '/<< '"iiSF •..s ,i
zz 7 5 ••' -
p,
5 ATE OF
9;• F a '`
iI.FS'•••o a
TITLE
GENERAL NOTES
FBC I116thED0N (2017)
1"
DRAWING NO.
FL-PPTR TR800-01DrawnBy: PK
Date: 12/6/16 RICHARD J. W,L,S, PX.
1777 S. HARRISON STREBT
DENVER, COLORADO 80210
303)753-8833 BXT.96315
REV. LEVEL 01
Checked By: SHEET
BuildingSize:wu)rH-LENGTH-HE*w-so.Fr.AREA Date:
Scale: N.T.S. PAGE 2 OF 4
llJI11 1111111\\
12-14 X 3" HEX HEAD I
SELF -DRILLING SCREWS I
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
1. I
10 X 3/4" PAN I 1
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
000
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
VAT 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE N T S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 41
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
1. STEEL SHED FOUNDATION:
60OT125-054 - 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 TO JOIST & TRACKS USING
8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKI,NG INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
STUD
3/8" NYLON
LOCK NUT
Z BASEPLATE
FLOOR PLY
6" O
STEEL SHED
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE N.T.S
KWIK BOLT ANCHORS
INTO CONCRETERE: DETAIL 3 SH ET 3
WIDTH LENGTH QTY
6' 6'-10' 6
6' 12'-18' 8
8' 8'-14' 6
8' 16'-20' 8
8' 22'-24' 10
10, 10'-16' 6
10, 18'-24' 8
12' 12'-18' 6
IT 20'-24' 8
W12
NOTES: `"
Z
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE M 8" REMAINING ANCHORS ON EA. LENGTH THICKEI
SIDE EQUALLY SPACED). MIN.
CONCRETE FOUNDATION DETAIL
SCALE. N T S
TRIM
SIDING
2X4X12" , ATTACH BRACKET TO
BLOCK STUDS THRU HOLE IN
ANCHOR PLATE WITH
318"0 x 4" CARRIAGE
BOLT AND LOCKNUT
STUDS
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
PART NUMBERS:
OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
OR-
OT24SWB - SIDEWALL 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 4,725 LBS
I/- STUD
IEND WALL
SIDING
AUGER ANCHORS
WIDTH LENGTH OF ANCHORS
6' 6'-18' 4 ANCHORS
8' 8'-24' 4 ANCHORS
10, 10'-24' 6 ANCHORS
12' 12'-24' 6 ANCHORS
4-ANk0"UKb rKUVIUt ti AI tA.
CORNER OF THE BUILDI G.
6-ANCHORS PROVIDE (1 AT EA.
TRIM CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE of TRIM
SCALE: N.T.S
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
4 CONTINUOUS
a 1 3/4' TOP & BOTTOM
U FINISH CONCRETE FLOOR
GRADE
a
SLAB
REINFOF? EMEN
j 0. 3" CLR.
U TYP.
PER NOT S BE
IIII///,
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6' MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 WIAXW1.4 . LOCATE AT MID -DEPTH OF SLAB.
OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
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
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, fc = 2500 PSI.
S. REINPORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
ST L SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
01 ETERS OR 24' MINIMUM, WHICHEVER IS LARGER,
6. ISMIC DESIGN CATEGORY: A
ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
IlXr DIA X 7- LONG SIMPSON TITEN ANCHOR WITH WASHERS.
8. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S'INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6 OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN I NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS
ARE REQUIRED PER SIDE OF THE BUILDING.
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A
3-SIDED DIAPHRAGM, ADD SIMPSON SSTS16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
Order #. P.O. # THESE DRAWINGS AND THE , E i TITLE DRAWING NO.
DESIGN ARE THE PROPERTY Tom' SlM, INC.
TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGII ING DEPARTMENT FL-PPTR TR800-01
DRAWINGS ARE FORA No. 6835 DETAILS
Storage Buildings & Garages Date: 1216/16 BUILDING TO BE SUPPLIED RICIiARD j, qE,, p,E, _ > Site Address: AND BUILT BY TUFF SHED. — * _ REV' LEVEL O1
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET SHEETFORBIDDENBYBOTHTUFF ' ' STATE o F FBC. 681 EDITION (2017)
Date: SHED AND THE ENGINEER OF DENVER QOLORADO 80210 i 9BuildingSize:T•oTN- LENGTH .NEIGHT- F*
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315 i FSS%('0R1o NG
1
PAGE 3 OF 4ONAIEnl
3X4 20 PLATES 3X4 20 GA PLATES
3'-0" 1 EACH SIDE N 1 EACH SIDE
3:1/8h S,
1/1sh
3X4 20 GA PLATES
3'-0" 1 EACH SIDE o
12
a
12
a 3 -.2
16h
iv
0 W5'-" 12
Q 5
22.5°
co 6'-0"
co 10'-0" N 6,-0„
N O
3X4 20 GA PLATES N
3X4 20 PLATES M 1 EACH SIDE
1 EACH SIDE 6'"0„
6; 3X4 20 GA PLATES
4 -0' 11/16h 1 EACH SIDE
12
12 Qa 12315j16h
5
v
In
Co ao
3X6 20 GA 22.5° iv
PLATES
1 EACH SIDE
co 8,_0„
N 6'-0" co iu
N
N N
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 6th EDITION (2017), 2012 IBC
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2
OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER
TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.:1.25
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC-ES #ESR-1082.
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -150 LBS.
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
NOTE: NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ONUPTO12FTUNLESSCEILINGJOISTOROTHERUPTO14FTUNLESSCEILINGJOISTOROTHERUPTO16FTUNLESSCEILITENSIONTIEISPROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDE[
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI.
3X4 20 GA PLATES
1 EACH SIDE
5'-0" I S4
jl is/16h
12
5
22.5°
j I _ 10'-01, _
1
3X4 20 GA
PLATES
6'-0" 1 EACH SIDE
12
11 6'-5y4 " I
3X6 20 GA —
PLATES
1 EACH SIDE
12'-0"
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -290 LBS.
NOTE:
LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
OR OTHER UP TO 20FT UNLESS CEILING JOIST OR OTHEI
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
Order #. P.O. # THESE DRAWINGS AND THE ' '• /i 71TLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. C • N S ••'' iTUFFSHEDCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT • '
TRUSS DETAILS
FL PTR TR800-01
DRAWINGS ARE FORA No. $
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD L WILLS, P.E. = >k = REV. LEVEL 01SiteAddress: AND BUILT BY TUFF SHED. _ —
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET .o': FBC. 6th EDITION (2017) SHEET 4FORBIDDENBYBOTHTUFFiTATEofTDate: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 %.90 •' P , • •t. Building Size:TM-N TM.M.
RECORo. (303) 753-8833 EXT. %315 % 'F •' Z o R i o •' k
Scale: N.T.S. i SS ••••-••••N
155C
PAGE 4 OF 4NA
111111 I I I111
0.
City of Sanford
Building and Fire Prevention
t Product Approval Specification Form
Permit #
Project Location Address I -35 IV- V i
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildinQ.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Yf-— M O J
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed L /7
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding O-c 47V 741p-
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles j 2 fv
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other DD
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
S. Skylights
Skylights
Other
T. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
4 4 - VA v )"4 -1--
June 2014
Tuff Shed, Inc.
State of Florida License #CBC1253645
Product Approval Cover Sheet
Customer Name: Matthew Carroll '
Address: 135 N. Elliott Ave
Permit #
As required by Florida Statue 553.842 and Florida Administrative 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 6th Edition (2017)
Standard Shed Materials
X Product Tye Manufacturer- - Model#/ FL product HVHZ
X Siding (Panel) LP Corp Panel FL9190.6-R5 YES
Siding (Lap) James L Hardie Lap FL10477.1-R6 YES
Window - Single Croft LLC Series 96 FL15585.1-R5 NO
Window - Sliding Tafco Corp Series 82000 FL20743.1-R1 NO
X Fixed Transom Innovations Inc. Transom FL17667 NO
X Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES
X Asphalt Shingles Owens Corning Oakridge FL10674.1-R13 NO
Door (Double) Tuff Shed, Inc. Premier - Double Door FL22202.1-R1 YES
Door (Single) Tuff Shed, Inc. Premier - Single Door FL22202.2-R1 YES
X Door (Double) Tuff Shed, Inc. Sundance - Double Door FL22202.3-R1 YES
Door (Single) Tuff Shed, Inc. ISundance - Single Door I FL22202.4-R1 YES
Custom Materials Used
Steel Door - Inswing JELD-WEN 6 panel 13068 / Inswing FL11136.1-R7 YES
Steel Door - Outswing JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R7 YES
Full lite Door JELD-WEN 3068 FL17454.1 R1 NO
Full lite Door JELD-WEN 6068
9 lite Door JELD-WEN 3068
Metal Roofing
Metal Roofing Metal Building Supplies RIB FL4525-R4 NO
Flood Vents IFlood Solutions LLC Foundation FL17588 NO
Florida Building Code Online Page 1 of 1
imam
r
i -61
Professional Regulation
ra r
BCIS Home ! Log In ! user Registration : Hot Topics ! Submit Surcharge I Slats 11 Facts ! Publications ! Contact Us ! BOS Site Map ' Unks Search !
bProductoApproval USER:
Public User Product
Aooroval Menu > Product or Aoolkatlon Search > Application Ust Search
Criteria Code
Version 2017 FL# 22202.3 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 a:
narrA Cseulre _ Annlie•aNnnc ELA
Tvl2e Manufacturer Yalidated By Status FL22202-
Revision Tuff Shed, Inc. Window and Door Approved 2
FLAB: FL22202.3 Manufacturers Association History
Model: Sundance Side -hinged Wood Shed Door (Outswing 715) 551-5062 Double)
Description:
Sundance Side -hinged Wood Shed Door Outswing -
Double Door) Maximum Size 8' 5-3/4" wide by 7' 0-
1/4" high Category:
Exterior Doors Subcategory:
Swinging Exterior Door Assemblies r•
v •_.. yr w•.., vv .,."•a yr •.o... a•w., w ,c.w..w ",.v ..r.••w cat u,c rvr, emvvr ,ne wmm ss un ,. necosary. Contact
Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 1150-4117.11124 The
State of Florida Is an AA/EEO employer. CocvAcht 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 publk-records request, do not send electronic mall
to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.407.1395. -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 email;
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 cilck
ft&. Product
Approval Accepts: fir"
Credit
Caid Safe
https://
www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
ASSEMBLY INSTRUCTIONS:
NOTE: INSTRUCTION 41 THROUGH #3 ARE TO BE
PERFORMED IN FACTORY. 114STRUCTION #4 CAN BE
PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION
1051S TO BE PERFOMED ON JOB SITE.
1. ATTACH REM 1 (7:16- OSB INTERIOR SHEATHING) TO
ITEM 2 (STEEL DOOR FRAME- 1-112" SO. TUBING) WITH
REM 3 (AS x 1-1/2' SCREWS) @ 6' O.C. AND (2) SCREW:
AT EACH END OF EVERY STEEL TUBE AS SHOWN IN
DETAIL'&.
2. ATTACH ITEM 4 (3,8. OSS SMAP.TSIOE EXTERIOR
SHEATHING) TO ITEM 2 (STEEL DOORFRAME - 1-112"
SO. TUBING) WITH ITEM 3 (#8 x 1-1r2 SCREWS) a 6" 0.(
AND (2) SCREWS AT EACH ENO OF EVERY STEEL TUBE
AS SHOWN IN DETAIL 'B'.
3. ATTACH ITEM 5 (DOOR TRIM) TO ITEM 4 (318' OSS
SMARTSIDE EXTERIOR SHEATHING) WITH EXTERIOR
GRADE CONSTRUCTION ADHESIVE AND ITEM 6 (NAILS'
0 o O.C. AND (2) NAILS AT EACH ENO OF EVERT' TRIM
PIECE AS SH0AN.
4 ATTACH ITEM 9 (HINGES) TO DOOR ASSEMBLY WITH
ITEM 8 (*8 X 2-1.4' SO DRIVE WOOD SCREWS) AT
LOCATIONS SHOWN ON SHEET 4. (4) SCREWS PER
HINGE.
5. INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM #7)
TO THE DOOR ASSEMBLYWITH (2) ITEM 8 (48 A 2-1/4
SQUARE DRIVE SCREWS). INSTALL CAB LATCH
COMPONENT OF ITEM #71 TO THE DOOR ASSEMBLY
WITH (4) k8 x 1-1r4 PAN HEAD SCREWS. ATTACH INSIDI
HANDLE (COMPONENT OF ITEM #71 MID SECURE WITH
WASHER AND NYLOC ON HANDLE SHAFT
COMPONENTS OF ITEM 471. SEE DETAIL W.
OEXPLODE[
f
PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW
102 HANDLE DETAIL gTUFF SHED "L"
ASSEMBLY
PARTS LIST
DESCRIPTION VEN
6 OSB INTERIOR SHEATHING APA AP
FOR FRAME: 1.1/2' STEEL DOOR FRAME! OUAI
WOOD SCREVs SOUTHER)
SMARTSIDE EXT SHEATHING LOUISIAN
IM LOUISIAN
SOUTHERI
0'L' HANDLE ASSEMBLY SIERRA
SOUARE DRIVE WOOD SCREW GI
0 HINGE SIERRA
CARLSON'
PACIFIC
DOUR HANDLE AND STRIKE
PLATE ATTACHMENT
32P1 SIERRAPACIFIC PART 0390206
LT 6' FROM TOP OF
TOM OF DOOR. INSTALL DOOR HANDLE PER
4) f18 x 2-1/4' SCUARE MANUFACTURER'S INSTRUCTIONS. USE8x2-114' SQUARE DRIVE WOOD
SCREWS. ATTACH STRIKE PLATE V1TH (2)
R ASSEMBLY NE x2' SQUARE DRIVE WOOD SCREWS.
SCREWS TO BE LOCATED AS SHOWN.
ITCH
r,cry a 1Q1r5
DETAIL 'A'
4 HINGE ASSEMBLY DETAILFRONTVIEW
HINGE ATTACHMENT I
3) TUFF SHED HINGES
PER OOOR. ATTACH
EACH HINGE WITH @) 8 x 2-1:4' TUFF SHED
HINGE SCREWS (PN
TS002) - ORDER FROM
PURCHASING DEPT.
HINGES TO BE
LOCATED AS SHOWN.
TUFF SHED
Storage Buildings & GaragesTUFFSHED. INC.
weer #.
Cuslaner.
Site Addross:
PO tl THEiHE3E
AFM THEPN19ROPERTYor:TUFFSETHE C. THESEofTUFFSHWEPO.
THESE
CfiAYANvs 41Tt LOR A
BUIZOING TO BE 3UPPLIED
AND BUILT OY TUFF SHED.
ANYOTHERUSEIS
roRBIDOEN By TUrr sHED
INC h THE ENGINEER OF
I
f1EG',W'INGS Bl''
TIJFP SHED, INC.
IN HOUSE DRAFTING D@PARTMIENT
1777 S. IIARRISON STREET
DENVER,COLORA003(1210
3031 '. $3-TUFF
r .r o rr wC I&%VETS aI rv-aPL .zriry q/t
tCw"t.a•.Itau,,WTS•« ,
01SMclon a W-61A.W4 frej x Cp
TITLE
DOUBLE DOOP. ASSEMBLY
AND INSTALLATION
PREMIER SERIES
OPRIMARY DOOR
DRAWING NO.
AP FL?GEN 03DramBy: PK
Date: 41&17
REV• LEVEL Ot
Checked By;
Date:
SHEET
BUllding
Scale: N.T.S. SHEET 1 OF 4
i
ASSEMBLY INSTRUCTIONS:
NOTE: INSTRUCTIONS #1 THROUGH #4 ARE TO BE
PERFORMED IH THE FACTORY, INSTRUCTION #51S TC
BE PERFORMED IN THE FACTORY OR ON THE JOB SI TE
1. ATTACH ITEM 1 (7116- OSS INTERIOR SHEATHING)
TO ITEM 2 (STEEL DOOR FRAME -1-1 Or SO. TUBIN(
WITH ITEM 3 (48 x 1-12" SCREWS) Q 6" O.C. AND (2
SCREWS AT EACH END OF EVERY STEEL TUBE AS
SHOWN IN DETAIL'S'.
2. BUTT ITEM 9 (2X3 VERTICAL PANEL SUPPORT) TO
VERTICAL ITEM 2 (STEEL DOOR FRAME - 112' SO,
TUBING) AND ATTACH TO ITEM 1 (17 PLYWOOD
INTERIOR SHEATHING) WITH ITEM 3 (48 X 1.1(2•
SCREWS) AT 6- O.C. AND (1) SCREW AT EACH END
OF 2X3 DOOR SUPPORT.
3. ATTACH ITEM 4 (3/8- OSS SMART SIDE EXTERIOR
SHEATHING) TO ITEM 2 (STEEL DOOR FRAME - 1-1/,
SQ. TUBING) AND ITEM 9 (2X3 VERTICAL PANEL
SUPPORT) WITH ITEM 3 i#8 x 1-12 SCREWS) n) 6'
O.C. AND (2) SCREWS AT EACH END OF EVERY
STEEL TUBE AS SHOWN IN DETAIL'S'.
4, ATTACH ITEM 5 (DOOR TRIM) TO ITEM 4 (318' OSS
SMARTSIDE EXTERIOR SHEATHING) WITH
EXTERIOR GRADE CONSTRUCTION ADHESIVE RIND
ITEM 6 (NAILSI Qi W O.C. AND 12) NAILS AT EACH
END OF EVERY TRIM• PIECE AS SHOWN.
5. ATTACH ITEM 8 f.HINGES) TO ITEMS (DOOR TRIM)
WITH ITEM 7 IN X 2-114' SQ DRIVE WOOD SCREWS'
AT LOCATIONS SHOWN ON SHEET 4. (4) SCREVVS
PER HINGE.
I 7116' APA OSB INTERIOR SHEATHING APAAPPROIIED'
2 STEELDOOR FRAME: 1-112" STEEL DOOR FRAME OUAIL RUN
3 8 x 1 1f2" WOOD SCREW SOUTHERN CARLSON
4 18' OSS SMARTSIOE EXT SHEATHING LOUISIANA PACIFIC
5 DOOR TRIM LOUISIANA PACIFIC
6 NAIL SOUTHERN CARLSON
7 TS002 8 x 2-114" SQUARE DRIVE WOOD SCREW GMS
i DOOR HANDLE AND STRIKE
PLATE ATTACHMENT
i SIERRA PACIFIC PART 0390200-
BOLT LATCH ON FIXED DOOR FOR I j INSTALL DOOR HANDLE PER70UBLEDOOR ! MANUFACTURER'S INSTRUCTIONS. USESIERRAPACIFICPART91143ZN \ / i #8 x 2-114" SQUARE DRIVE WOOD
1' SCREWS. ATTACH STRIKE PLATE WITH (2)
A A 2' SQUARE DRIVE WOOD SCREWS.
SCRE:NS TO BE LOCATED AS SHOWN.
o
HURRICANE SPRING BOLT =- NAIL DOOR JAMB STUDS 1
WRFUVRAMFIC PAM 11832M DOOR SHEATHING STUDS WITH (2) 12d j§ 12'
ATTACH WMHS(4) 78 x 2-114" SHOWN)
SQUARE DRIVE WOOD EXTERIOR SHEATHING - 117 DURATEMP
SCREWS. INTERIOR SHEATHING -12" PLYWOOD
OP
B EEiDOOR ASSEMBLY
G EXPLODED DOOR ASSEMBLY
1
DOUR FOR OOUBLE DOOR
SfEMRA P QjFIQ PAR -in i'43ZN
INSTALL EACH BOLT LATCH
WITS (2) 38 x 2-114" TUFF SHED
HINGESCREWS IPN TS002)
AND (2) 114-„ 3-1/2' CARRIAGE
HINGE ATTACHMENT
bIERRAFACIFIV-PA17T
BOLTS :V+LOCKWASHERS AND
NUTS - ORDER FROM TUFF
SHED PURCHASING DEPT. RROFF SHEDATTACHHINGES
EACH HINGE WITH L8) 48 x 2-10" TUFF SHED
HINGE SCREWS'PNTS002) - ORDER FROM
DOOR THRESHOLD PURCHASING DEPT.
HINGES TO BE
LOCATED AS SHOWN.
6b DOUBLE DOOR ASSEMBLY O HINGE ASSEMBLY DETAIL
SIDE VIEW FRONT VIEW
TUFF SHED
Siorage Buildings & Gnt-ages
TUFF SHED, INC.
Ordcr d,
Customer:
Site Addrass:
PO tl AND THETHESE0tRETHEOE.i1f,N ARE THE PROpFJ'(Tv
OF TUFF SHF0.INC THCSE
ORA9mcS ARE F011 A
BULMNG TO BE 3UPPLIEO
ANDBUILT BYTU7-F SHED,
ANl'
IODERUSEUFORBIt)tl-cN BY Tl1FF3NED
INC b THE ENGINEER OF
I1R,'.V`INGS ,
I riSHED, j
TITLE
DOUBLE DOOR ASSEMBLY
AND INSTALLATION
PREMIER SERIES
STATIONARY DOOR
DRAWING NO.
AP-FL-PEEN-03DravmBy: PK
Date, 416117 IN HOUSC DRAFTING UEP.ARTMCNT
1777 S. IIARRISON STREET
UT•.N'F.R.(:OLORA0030218
i;10;I'.53 TIiFF
rR um w isstatcrZWW.Wcrv-.0
ar.xm•cgn :ws c ^.r..s:nM warn REV,
LEVEL Ot By:
SHEET DalChee: Date: BIdM4tgSlLe:.yn. c.:•.. rx.s.• c SCdl6:
N.T.S. RECORD. SHEET 2 OF 4
INSTALLATION IN", UCTiONS:
1.. ATTACH ITEM 9 (STRIKE PLATES) TOREM 2 WITH REM 15 (#R X 2-1/4- SO DRIVE
WOOD SCREWS) ATLOCATIONS SHOWN ON SHEET 4. (2) SCREWS PER STRIKE
PLATE.
2. ATTACH ITEM I WITH HINGES TOWALLPANEL ASSEMBLY WITH ITEM 13 (#8 X 2-1l4' SO
DRIVE WOOD SCREWS) AT LOCATIONS SHOWN ON SHEET 4. (4) SCREWS PER HINGE.
3.
ATTACH ITEM-2WITH HINGES AND STRIKE PLATES TO WALL PANEL ASSEMBLY WITH
ITEM 15 (48 X 2-1'4- SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN ON SHEET
4. (4) SCREWS PER HINGE. 4.
ATTACH ITEM 8 (PREMIER STRIKE PLATE) TO ITEM t WITH (2) ITEM 13 (93 X %l id` SO DRIVE
WOODSCREWS) AT LOCATION. SEE DETAIL'C. 5.
ATTACH ITEM 10 (HURRICANE BOLTS) TO ITEM 1 WITH ITEM 13 (A8 X 2-1/4• SO DRIVEWOOD
SCREWS) AT LOCATIONS SHOWN ON SHEET 4. (4) SCREA'S PER BOLT. 6.
ATTACH ITEM 12 (SPRING BOLTS) TO ITEM 1 WITH (4) 48 x 2.114• TUFF SHED HINGE SCREWS (
PN TS002) SEE DETAIL o'UON SHEET 2 AND DETAIL 11 ON SHEET 4. FRAMING
NOTES: 1.
STUDS TO BE SPACED 16.O.C. 2.
FRAME TO BE MINIMUM 2X4 SPF 42 3.
FRAAIE NAILING KING
STUD TO TOP PLATE, 2-16d END NAIL 2ND
TOP PLATE TO I ST TOP PLATE 16d NAILS EVERT 12' KING
STUD TO BASE PLATE. 2.16d END NAIL KING
STUD TO HEADER 4-169 END NAIL TRIMMER
STUD TO HEADER 2-16d TOE NAIL TRIMMER
STUD TO BASE PLATE, 2-1 RdEND NAIL 4.
FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS :PITH 1140
X 3' GALV HEX HEAD SELF -DRILLING SCREWS Q tT' O.C. o
2 P4T 3
4
i
6
HTH6096 a4L•,. •,
PARTS
LIST ABER
DESCRIPTION YEN 4068
PREMIER STATIONARY DOOR TUFF 4068
PREMIER DOOR TUFF STEEL
BASE OUAI STRUCTURAL
WALL PANEL ASSEMBLY TUFF 3i4'
APA FLOOR DECKING `APA AR TUFF
SHED HINGE SIERRA DOOR
TRIM • VERTICAL LOUISIAN DOOR
TRIM - HORIZONTAL (3063) LOUISIAN STRIKE
PLATE SIERRA N
HURRICANE SPRING BOLT SIERRA SHED
RUN
PACIFIC
I TUFF
SHED Oder
A. PO tl THESE OR THE
ANO
THE DEMON
ARE THE PR'IAERTv DRAWINGS
TtTCF
SHL';UNC. ITITLE
DRAWING NO. Customer
Dravm By: PK CC TUFF SHF.O.INC. THESE AP-FLpGEN-03 StorageBuildingsCiATB
GaragesDale: d16117 giA94NGS 4RE FORA BUXANGTo
BE3UPPLIED IN HOUSE DRAFTINGDCPARTMCN'T DOUBLE
DOOR ASSEMBLY TUFF
SHED, INC. Sfto Addro3S Chocked
By; ANO 0UAT BYTUFF SHEn. 1777 S. IIARRINOX STREET' AND INSTALLATION REV. LEVEL 01 Date:
ANYGTHERUSEIS
PORBIOOEN
BY TUTF SHED U1:\VF..R.C.OLORAOOS0210i
S.i-TIiFF PREMIER SERIES SHEET Bulld4tg $
IZ9:.m,..icti•r..:atir..s: *r..o. MC ATI eEENGINEER OF JO)1'. Scale:
N.T.S. RECORD u
snnc^toncs aa an:.svwar„mac SHEET 3 OF 4
0 PARTIAL FRONT VIEW
2 3!8
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2 3ra
OPARTIAL ASSEMBLY11INSIDEVIEW
lc— -. •a
PARTIAL ASSEMBLY
OUTSIDE VIEW
r.._ •.r- a
CRIPPLES
HEADER
PARTIAL ASSEMBLY13INSIDEVIEW
c— DOUBLE TOP PLATE I
SHED
O"c". PO tl THESE OFND THE ARE
THE fR.
VINGS TUFF
SHED, INC.CustomerTITLE
DRAWING NO.DDr8
18. P< 0- TUF TUFFSHFQ INC. THESE AP FLPGEN 03TUFF Storage
Buildings & Garages Date: 4/6117 DRAWINGS NtFOHA Bull
DING To I#XHOIISGDkAFTINCDUkHTWINTDOUBLE
DOOR ASSEMBLY TUFF
SHED, INC. SlteAcid BE3UPPLIED AND
TUFF SHEf1. IT i7i, HnRR1.C)\ jTRfiET AND INSTALLATION REV. LEVEL 01 CheckadBy:
gNrGThEoTHE HuSEIsFolTeloocN
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D81e: 1C87HF.ENGINEMOF r 0?1'..<.1 TIITF T Scala:
N.T.S. eit:'C!iPl). oe:em o ss uui r:s.eo r. SHEET 4 OF 4 crsialc^or.ccwm.s aus:r3va
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IFA 1"S Manufacturer Validated By Status
FL17667-RI Affirmation Innovations Manufacturing, Inc. Scott Wolters, PE Approved
History Category: Windows 561) 225-1982
Subcategory: Fixed
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 WEED employer. Copvrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses are public records. Ifyou do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.487.1395. -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
emalls provided may be used for official communication with the licensee. However email addresses are public record. It 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
dick h=.
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PARTS LIST
1-1/2" MIN
EMBEDMENT
8 x 2" LONG
ROOFING NAILS
TRANSOM
WINDOW
SECTION A -A
hEADiSiLL DETAILS
rl
1/2" MIN
EDGE
DISTANCE
SHIM
E
2X WOOD
BUCK
SPF min)
M— •+JJ-- I I lirr ArICU
rPANSOM WINDOW INNOVATIONS AtFG
3 WINDOW TRIM LOUISIANA PACIFIC
a 113 ;9 x 2 ,'9' R:NG SHANK NAIL FASTENAL
AS TESTED INSTALLATION NOTES:
1. WINDOW MUST BE INSTALLED INTO A SPF OR SETTER 2X WOOD
MEMBER
2. WINDOW MUST BE INSTALLED USING 2' LONG, #B ROOFING NAILS. ALL
NAILS MUST BE SPACED A I IAXIMUM OF 6" ON CENTER, THROUGH THE
3 NAIL FIN INTO THE 2X WOOD MEMBER.
3. ALL INSTALLATION FASTENERS MUST BE LOCATEU A MINIMUM OF 1/2"
FROM THE EDGE OF THE NAIL FIN AND HAVE A MINIMUM EMBEDMENT
OF 1-142*..
C. AS -TESTED GLAZING IS 118" THICK ANNEALED GLASS.
5. WINDOW IS NOT IMPACT RESISTANT AND SHALL RECUIRE APPROVED
PROTECTION IF USED IN W!NDBORNE DEBRIS REGION
6. NOT APPROVED FOR USE IN HIGH VELOCITY HURRICANE ZONE (HVHZI
1-1/2" MIN
EMBEDMENT
8 x 2" LONG
ROOFING NAILS
1/2" MIN
TRANSOM
WINDOW
SECTION B-B
JAMB DETAILS
2X WOOD
BUCK
SPF min)
118" SHIM
SPACE
zrbgether.
Tes: samWe ecrt:Fties :van cw-9 cetaas
Oevisnors are cote0.
Report$: E5100.01-001-4d Date: 04/13/2015
Ver!fi,d bt:
f p w
U it i_7J
Stoulgc Buddiligs & GEU'JI'C
TUFF SHED, INC.
Order IT.
Customer:
Slte Address:
POIt T;tr:59 7RAvi,N^.9ANO THIS
CF
ON
SHRE
I .-' TF-c5c wwex+
GS 4FE I-CR A UM0,
NC- p en SUPt: tU AINOTH.
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wiioneRJbCiS rOReianeNtsrrLrFstl? ING
a n CVCA CE9 or RECORD
ORA
WINGS UY, t+
TUFFSHED — TITLE
INS
tALLATION INSTRUCTIONS FOR
TRANSOM 1v1ND(IWS NANUFACTUREDBY
INNOVATIONS
P/FG. INC DRAWING
NO. AP•
FL•TRAYSOU Oe:+OBy. PK Oetc:
11/10114 1\ 1!Uli\li I1RA1'I'INGflia'.\R I'.Y.T}il 17175
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LEVEL of CheaeCB
Y Date
SHEET
U:
Idiny S•Zo:"eN :cva+ vcrr •.a.•... Sa:
ds: . T.S. SHEET 1 OF 3
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Code Version 2017 FL# 9190.6
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
Saar h Raeulte - AnnllraNnne
UA T s Manufacturer Validated By Status
FL9190- Revision LP Building Products James L. Buckner, P.E. Approved
5 FL#: FL9190.6 Cd CBUCK Engineering
History Model: LP SmartSide Strand Substrate Lap and Panel Siding 561) 491-9927
Description: Precision Series 38 and 76 Series Primed Lap Siding.
Precision 38,76,190 Series Primed Panel Siding including Silvertech
Smartfinish.
Category: Panel Walls
Subcategory: Siding
FL9190- Revision LP Building Products
FL#: FL9190.6
James L. Buckner, P.E.
0 CBUCK Engineering
Validated
Model: LP SmartSide Strand Substrate Lap and Panel Siding 561) 491-9927
Description: Precision Series 38 and 76 Series Primed Lap Siding.
Precision 38,76,190 Series Primed Panel Siding including Silvertech
Smartfinish.
Category: Panel Walls
Subcategory: Siding
PProveo try vor wpprovars uy vane snarr oe revreweo ano ratrneo oy ine rvt. ano/or the bommessron a necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850,487.1824
The State of Florida Is an WEED employer. Cowdpht 2007.2013 Sute of Florida.:: PrNILa Statement :: Accessibility Statement :: Refund Statement
Under Florida law, kw, email addresses are public records. If you do not want your e-mail address released In response to a public -records recluest, do not send eleotron
Mali to this entity. Instead, contact the office by phone or by traditional mall. Ifyou have any questions, please contact 850.407.1395. -Pursuant to Section 455.275
2), 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
emells 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 II=.
Product Approval Accepts:
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Safe
https://www.tloridabuilding.org/nr/pr app_lst.aspx 8/20/2018
SMARTSIOE 0
pont,nc anopcn, TRIM 6 SIDING
At the time of manufacture, siding meets or exceeds the per-
formance standards set forth in iLC-ES-AC321 and has achieved
code recognition under ESQ-1301. CCNC 11626. APA recognition
under PR-N124. and HUD recognition under HUD-MR-11313. For
copies of ESR-1301. call LP Customer Support at 1-800-648-6893
or go online at http://wtvjv.ice--es.org/rc-parts/pd,'.filesfiCC-ES/
ESP-1301.pdf or http:l/vwrrvw.apawood.org.
Precision Series panel siding with SILVERTECH or SMARTFINISH
is specifically for sheds and other outdoor structures where the
interior wall cavities will remain permanently exposed.
Minimum 6 in. clearance must be maintained between siding
and flnisn grade.
Siding applied adjacent to porches. patios, walks, etc. must have
a clearance of at least i i:i. mm above any surface.
Minimum i in. clearance at intersectiun with roof iirte
Apply siding in a manner that prevents moisture intrusion and
water buildup.
All exposed wood substrate must be sealed in a manner that
prevents moisture intrusion and water buildup.
LP does not recommend LP SmartSide Panel for use in ICF and
SIP assemblies. If used, LP011 not warrant for Suckling and
Shrinkage. However, balance of waranty, does remain intact.
DO i40T USE STAPLES
SIDING MUST NOT 8E IN DIRECT CONTACT WITH MASONRY,
CONCRETE, BRICK, STONE, STUCCO OR MORTAR,
Store off the ground well supported, on a flat surface, under a
roof or separate waterproof covering
Keep siding clean and dry. Inspect prior to application.
Precision 38 and 76 Series panel siding must be installed on
16 In. O.C. framing only. When installing on 24 in. O.C. framing.
Precision Series 190 Series panel siding is required.
In all installations over masonry or concrete walls, the vvzll shall
be furred cut and open at the ton and bottom of the wall to allow
for convective ventilation between framing spaced 161n. O.C. The
framing shall be of adequate thickness to accept 1-1/2 Inches of nail
penetration. A properly installed breathable water-resistant Oarrier
is required between the siding and masonry or concrete walls.
PRECISION 38,76 AND 190 SERIES
PRIMED PANEL SIDING
INCLUDING SILVERTECH 6 SMARTFINISH
Moisture control and water vapor control are critical elernerrts
of proper housing design. Check your Iecal building codes for
application procedures for handiing moisture ant :+rater vapor
in your area.
When using wet blown cellulose insulation, the insulation
must not be in direct contact with the siding and it must be
allowed to dry a minimum of 24 hours or longer If specified by
the insulation manufacturer.
As with all wood products. du not apply engineered wood
siding to a structure having excessive moisture conditions such
as drying concrete, plaster or wet blown cellulasa Insulation If
such conditions exist, the building should be well ventilated to
allow it to dry prior to the application of the siding.
Siding must not be applied to green or crooked structural
framing members. Do not apply siding over rain-soalced or
buckled sheathing materials.
Gutters are recommended for ccntiol of rnof water run off.
r5,t''S o. ': -. i;sp t;;WC` i•Sf?E^J y '.. r QC _ ,
A properly installed breathable water -resistive barrier is
required behind the siding. Consult your local building code for
details.
LP will essurne no responsibility for water penetration.
Precision Series panel siding with SILVERTECH or
SMARTFINISH does riot require a secondary water-resistant
Iarrier. Limited to sheds and other outdoor structures.
Seal all gaps with a high -quality, non -hardening, paintable
sealant. Follow the sealant manufacturer's instructions for
application.
Use a high -quality exterior sealant meeting the ASTM C920,
minimum Class 25 sealant.
r u. tom' r tY • . , `ofl .,; Qi G30 - ; J
All openings must be properly sealed or flashed in a manner
that prevents moisture intrusion or buildup. Spveral examples
that accomplish this are shown on the following pages.
Application instructions (cont.)
G
Install kick -out flashing to direct the water into the gutter
Install step flashing with minimum 4 in. upper leg
Properly integrate flashing with the secondary water -resistive
barrier. Use housewrap, flashing tape, z-flashing, or other items as
needed to maintain the counterflashinv principle.
00 NOT extend the siding or trim into the kick -out flashing or gut-
ter
Maintain a clearance be-ween the end of the gutter and the ad-
joining wall to allow for proper maintenance of the siding
Ptirne and paint ALL exposed cut edges
i
LP Siding
Minimum V clearance
between trim and roofing
High -quality acry!ic latex paint, specially formulated for use on
wood and engineered +mood substrates, is highly recommended.
Semi -Sloss or satin finish oil or alkyd paints are acceptable. For
flat alkyd paint. please thee;( with the coating manufacturer for
their recommendations fur use on composite wood siding.
Follow the coatine manufacturer's application and
maintenance Instructions.
00 NOT USE
Semi -transparent and transparent stains.
Shake and shingle paints.
vinyl -based resin formulas such as vinyl acetate, PIJA,
vinyl acetate/acrylic copolymer paints.
HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH
UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING
APPLICATION PER PREFINISHERS SPECIFICATIONS.
In braced wall assemblies, use minirnum 6d (0.113 in. shank
diameter, 0.270 head diameter), hot -dipped galvanized nails
for 38 and 76 Series panels and minimum 8d (0.131 in. shank
diameter. D.290 head diameter) for190 Series panels. Do not
u5r PIPO replaced fasteners. Refer to your local building rode
to verify the minimum allowable fastener size.
Penetrate structure! framing orwood structural panels and struc-
tural framing a minimum of 1-1/2 in.
For 38 Series panels. double nailing procedure meets wall
bracing requirements and -5/16 in, shear wall design, values.
Clean rain 1 In. from edge
gutter
Ali nment bead
iTiffl gap
Do not run trim or siding inside
of the kick out flashing
Trim should be thick enough so the siding dues not extend be-
yond the face of the trim.
Trim and fascia must be applied in a manner that will not allow
moisture intrusion or water buildup.
LPG' SmartSide" siding is not designed and/or manufactured
to be used as trim or fascia. LP SmartSide trim and fascia are
available in a variety of dimensions.
DO
Prime and paint all exposed surfaces including all drip
edges or where water will hang.
Apply finish coat as soon as possible or within 180 days
i of appiicaiion.
Figure I Double row of nails
For 76 and 190 Series panels, single nailing meets wall bracing
requirements. To meet the equivalent 3/g in. shear wall design,
values, double nailing procedures must be used. It may be nec-
essary to angle drive the second nail in order to penetrate the
framing. Seal nails driven below the surface.
3/8 in, from edge
Alignment bead {
w"--I \ r" r---
Nail
penetration
min, 1-1/2 In. i
Figure 2
1/g in. gap
Single row of nails
Application instructions (cent.)
Shear values for panels applied directly to studs shall be no greater
than noted in Table 1 of the ICC-ES Report ESR-1301 or Table 1 of
APA PP-N 124.
Not warranted for application on SIP and ICF assemblies.
CAUT40N
38 and 76 Series panels must be installed on 16 in. O.C. framing
only. When installing on 24 in. O.C. framing.190 Series panels are
iequiied,
Backside of panel must not come in contact with masonry or
concrete foundation.
Do not force siding into place. Maintain the illustrated 118 in. space
behind the joint to allow for expansion while the panel equilibrates
with the local environment.
I_PO SmartSide"' Panel siding must not be attached by stapling.
DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light
contact to the edge of alignment bead. (see Figure 1 and Figure 2)
Climb cut the surface of the siding such that the rotation of the blade
cuts downward on the primed cr prefinished surface.
Where siding butts window trim. door casings and masonry. etc. leave
a 3/16 in. gap and seal.
Insulated Sheathings
LP SmartSide Sidings may be installed over 1mv-compression rigid
foam or exterior gypsum. The following precautions must be followed:
a) Adequate bracing of the wall in arco(dance +frith the International
Codes of other ruling building code is required.
b) For rigid foam sheathing up to 1" (_5 a min) ,hick. siding may be
nailed directly to the foam sheathing unless a drainage plane
is required by the local building, code. Nail length must be in-
creased to ensure a minlrnun 1-1/2" (38.1 rnm) fastener penetra-
tion into the strurtural framing.
c) For rigid foam sheathing greater than 1 in. (25.4 mm), a minimum
1-112 in. (38,1 mm) thick by 3.1/2 in. (88.9 mm) wide vertical strap-
ping or turring strip must be installed over the sheathing to provide
a solid, level nailing base for the siding The strapping must be
securely fastened to structural framing spaced no greater than 16
in. O.C. (406 mm) with a minimum nail penetration of 1-112 in. (38.1
mrn) and a maximum nail spacing no ,renter than the width of the
siding.
Louisiana-Pacific will assume no responsibility for any damage or
condition arising from the use of rigid foam or exterior gypsum.
Sin. max. v '`
perimeter nailing
Figure 3
Nail 3/8 in.
from edge
12 in. max.
field nailing
6 in. max,
perimeter
nailing
6 in. min. ground
clearance
CONDITION CORRECTION
Snug ® OK
Flush _. '
ICY
OK ._._.... ...... . ......
Visible fiber.. Paint
Courrtersunk "/.o-•to rN. _<1 Apply sealant
Countersunk morn. Apply sealant and
than 1/s in. re -nail
77
Trim
4 In. min. vertical •
1 —
Prime and paint
flashing bottom drip
1 in. min. edges
clearance from
roofing
Figure G
HORIZONTAL WALL JOINTS
BUTT 5 FLASH
IISiding
318 in.
Blockingmin. gap , y: g
Sloped
flashing with
4 in. vertical leg
Figure 5A
LAP
Sidingt Blocking
1 in. min.
overlap Laptop panel
over bottom
panel
Figure So
LAPPED HORIZONTAL WALL JOINT
Siding
Irk
j (`Framing (band joist,
truss chord, etc.)
1 in. min. Wall Framing,
overlap t ,
Figure 5C
AN t lt](N;•.dtl?1T;ET 7l'S0't i;t.
HORIZONTAL BELTLINE )OINTS
For multi story buildings, make provisions at horizontal joints for
setting" shrinkage of framing, especially when applying siding
directly to studs.
Siding (4 ft. x 8 ft.)
W
BAND BOARD OVER
PANEL FILLER
15
3/a in. gap
Sloped flashing with
4 in. vertical leg
ss` 2in. x1Din. band
board Filler
Board C'
Siding (
4 ft, x 8 ft.) iFigure
6 N '
DfNG,i1i{IiST, IAT CiN;T CT MA50NitY>, , OR
Sill
plate SillplateExtend
siding
foun
below \ '
sill
plate \ Flashing Min.
1/8 in. or flashing
between siding
and `;" Masonry masonry.
dation r Figure
7A Figure 78 11
KSGAl 'prF,7- ASH OM,
E.1.'1, 1 11i [OWS. 'nr: •
rW. ;
Interior Finish
Space window/
door per/ manufacturer's
instruction r Siding
Code Approved
Breathable Water -Resistive
Barrier 3/9
in- gap Sloped flashing
with 4 in.
vertical leg Trim Nail
fin
do not
damage) Figure S ,'
r.'""'` ` Scant face width 1/8
in. gap SPACE)OINT1/
BIN. T Refer
to
nailing instructions 1/gin.
gap LP panel
sidings are accented by the State of California as category 8140- Exterior
viall siding and sheathing for Wlldland Urban Interface MI)applications,
ForWUl compliance, Install LP panel sidings in accordance with
Louisiana-Pacific's printed Installation instructions with the
addition of fire retardant seal (UL Listed fire caulk, nominal 1/:"bead)
in the vertical joint and nailing pattern of 3" OC perimeter nallinv,/8"
DC field nailing. Look for the California State Fire Marshal OFrce label
on our siding. The Louisiana-
Pacific. Corporariorl ("LP'l LP SmartSide Siding (the Freducts") limited
warranty (the'TVananty") applies only to structures on
which the Products have been applied, finished and mainitiined in
accordanch with the published application, finishing and rnaintenan:
e instructions in effert at the tine of application. The failure
to follow such application, finishing or maintenance Instructions will
void the Warranty as to the portion of the Products affected by
the variance (the ' Affected Products"). LP assumes
no liability for any loss or damage sustainers by the Affected Products
and is expressly released by the purchaser or owner from any
such loss or liability Any modifica:
inn of the bllartanty's application, finishing or maintenance requirements
is void and unpnforceaL-le unlessapproved in writing
prior to app!ication by the Siding General Manager or his designee and
a member of the LP Legal Department. For a
copy of the v:arrawy or for installaticr and techni_al support, visit the LP SmartSide
product support Web site at: wvww.lpsmartside.
com or for
additional support call 800-450-6106. WARRANTY REMEDIES
ARE NOT AVAILABLE IF REQUIREMENTS ARE
NOT FOLLOWED. Cal. Prop
55 Warning: Use of this product may result in M exposurietowood
dust,
known to the State of California to cause
carter. Figure 8
MCA r SM A RT S e ®E o TRIM E
SIDING tT=r
L,pkiara-Prir.r capwa:o. r'•p hs :n:K red. L? ti:*.arS Ga, S:M,r. TvrhaaD ;m;: n1 ntsn am •r
1pR r 44da iOt-of Lout±Ian-a-PJ:; Ic ('3::2tdl1um Drinf!d r0 U.S.A. 7:1TL
t•wlzwcrNac lfl(ou:rdkarh vpuatte Mu w.-4 Ls inronrstlom tovain;:h9zipr-
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VA
Figure 10
Faintij
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Figure 10E
alternate inside corner details
Shlplay Edgy pane!
PS-nel joint
Figure 100
Vapor Retarder
4, rode
Figlare 106
Breathable
water-resistant
barrier
art . t.•. t.':.rY'.i.:Z•: '.tSi
n 6 in. minimum K "
ground clearance
Figure alit
LP° SmartSide`' Precision' Series PR-N124
Treated -Engineered -Wood Lap & Panel SidingLouisiana-Pacific. Corogration Revised•July 2; 201a
Product: LP"' SmartSide Precision Series Treated -Engineered -Wood Lap and Panel Siding. Louisiana-Pacific Corporation, 414 Unlon Street, Suite 2000, Nashville; TN 37219 .. 800) -450.6106
wu'vw.lncoro.com
1. Basis of -the product report; '
2012 and 2009 International Building Code: Section 104.11 Altemative Materials
2012 and 2009 International. Residential Code: Section R104.11 Alternative MaterialsANSI/AF&PA SDPWS-2008 Special Design Provisions for Wind and SeismicASCE7-10 and ASCE 7-051Ainirnuni Design Loads for Buildings'and Other Structures..
ICC-ES Acceptance Criteria for Treated -Engineered -Wood Siding, AC321APAPRP-108 Performance Standards and .Qualification Policy for Structural -Use PanelsNESEvaluatlonProtocolfor.Deterntination of Flood -Resistance Properties of Building. Elements .
APA Reporis•R8D 870-1, T870-45, Tel d-11, TelQ-20, T97Q-4, T970-10, T88Q-13, .
T980-17, T99Q-23, T2008Q-12; T2008P-73. T2008P-74, T2009Q-54, T2011 Q-59, T2012P-22, and other qualification data.
2. Product description:
Louisiana-Pacific Corporation (LP') S nartSidee Precision Treated -Engineered -Wood LapandPanelsidingisoverlaidwitharesin. treated paper and Is available with either a smooth
or embossed surface texture. The siding is. available as laps or panels. The siding is
treated with ZInctorate for decay and insert resistance. All edges are factory -sealed with a
primer.
LPe SmartW' 90 Precision Series Treated -Engineered -Wood lap siding is available In 3/8
and 7116 Performance Categories, in nominal widths of 6, 8 and 12 Inches and in lengths up' to.16 feet.
LP" SmarGdee Precision Series panel siding is available in 3/8, 7/16 and 19/32
Performance Categories, 44001 width and in lengths of 8. 9, and 10 feet. The 3/8
Performance Category panels are available without grooves or with grooves spaced 8
inches on center. The 7/16 and 19/32 Performance Category panels are available withoutgroovesorwithgrooves.spaced either 4 or 8 inches on center. Minimum thicknesses at the
groove and shiplep are documented in the plant Quality Manual.
3.' Design properties:
Allowable racking loads for LP® SmartSidem Precision. Series panel siding are listed in Table
1. For 318 Rerformance Category panels nailed at'ahiplap edges, use 5116 Performance -
Category shear values. For 7/16 and 19/32 Performance Category panel sidings nailed at' .
shiplap edges, use 318 Performance Category shear values., Design wind loads LF&
SmartSide Precision Series lap and panel siding are listed in Tables 2. and 3, respectively.
4.. Product installation:
LP®SmartSide® Precision Series Treated -Engineered -Wood. Lap and Panel sidings shall be
Installed in accordance with recommendations provided by the manufacturer
w MI orp oom/smartside/lae/ and WW.Incoro.com/smartsideloanell) and APA
Engineered Wood Construction Guide, Form E30 {www.aAawood.ora/oubyca 'ons). The
2014 APA - The Engineered Wodd Association
APA Product Report PR-N124
Revised Jclly 2, 2014 : ' Page 2 of 7.
maximum span shall be in accordance with the Span Rating shown in the trademark.. TheLPOSmartSide® Precision Series lap siding shall -be permitted to be installed over the facer
of structural insulated panels (SIPs) in accordance with Table 4.'
S. Fire-resistant construction:
Wood structural panels that are not.fire-retardant-treated: have been shown to most a Class
III (or C) category foi flame spread. Unless otherwise specified, fire-resistant construction
shall be In accordance with the recommendations in APA Fine -Rated Systems, Form W305
see link above).
6. Flood resistance evaluation:
Selected properties critical to flood resistance of 3/8 and 7/16 Performance Category panelsiding, Including uniform. loads, concentrated static loads, concentrated hard body and soft
body impact loads, performance, fastener perfoance, wail racking resistance, edge thickness swell,
linear expansion, Hygroscopicity, exterior bond performance and large panel and smallspecimenbendingpropertieswereevaluatedata16o.c. Span Rating in accordance with
NES Evaluation Protocol for Determination of Flood-Resistanco Properties of BuildingEleinehts. Test results in the dry (as -received) condition and after moisture cycling in
accordance with the NES protocol were compared to the requirements specified in- ICC
Evaluation Service. (ICC-ES) Acceptance Crrteds for Treated -Engineered -Wood SidingAC321).
7. Umitations:
a) LP®SmartSlde Precision Series Treated-Engineered-V 'Wood Lap and Panel siding used
outdoors must be finished in accordance with recommendations provided by the - manufacturer_ (see links above) and APA Engineered Wood Conatnuctlon Guide, Form'
E30 (see link above).
b) LP® SmartSide Precision Series Treated -Engineered -Wood panel siding is flood
resistant on the following properties: uniform loads, concentrated static toads,
concentrated hard body and soft body Impact loads, fastener performance, wall racking
resistance, edge thickness swell, linear expansion, hygroscopicity, exterior bond .
performance and large panel and small specimen -bending properties. This evaluation
applies to 318 and 7/16 Performance Category panel siding at a 16 o.c. Span Rating..
c) LP SmartSidO Precision Series Treated -Engineered -Wood Lap and Panel siding is
produced at Louisiana-Pacific Corporation facilities at Hayward, WI,: Newberry, Ml,
Tomahawk, Wl,'and Two Harbors, MN under a quality'assurance program audited byAPA,
d) This report is subject to re-examination In one year.
B. Identification:
LP* SmarlSide8'Precision Series Treated -Engineered -Wood Lap. and Panel siding
described in this report Is identified by a label bearing the manufacturer's name (Loulslana-
Pa6fic Corporation) end/or trademark, the APA assigned plant number (357 for the Hayward
plant, 416 for the Newberry plant, 435 for the Tomahawk plant, or 399 for the Two Harbors
plant), the product Performance Category, the Span Rating, the Exposure Rating, the APA
logo; the report number PR-N124, and a means of identifying the.date ofmanufacture.
0 2014 APA - The Engineered Wood AssodsbDn
APA Product Repolf PR-N124
Revised July 2, 2014 Page 3 of 7
Table 1. Aflomble Racking Shear (plf) for LPO SmartSide° Precision Series Treated -Engineered -Wood Panel Siding — Sheathing Shear Walls withFrarninnofffnernlac.Mr.l =rrh, C„9— ea_r
Minimum Panels Applied Qrrectty to Framing Panels Applied over 1/2-inch or.
PCalle Nance Nail . 5/84nch Gypsum Sheathing
Nail Size Nail Spacing at Panel EdPn99es9aY . Penetration Nail Size , Nail Sparing at Panel EdgesInFramingCommonor
Galva)
in.) Common or (in.)
in.) ed GalvanizedBOX6q32(l 6• 4 3 2(4r Box) 51105s/
1414 6d
180 270
3W 450 • • •. Sd 180
270
350 450 3/8ls
l 2W 300 390 • 510 200 300 390 • 510 rsst 1-
1/
2 8d 220. 320
410 530 lrld 260
380
490r'i". 640 7/101
240 • 350 450 585 280 380 490(4) 640 40 510
6W). 870 For SI..
1 inch 25.4 mm, f pif - 14.6 N/m. M. For
fra" of othei species: (a) Find specific gravity for species of lumber in AFBPA NationalDesign() ply value b rn • 0.
82 for species. with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species withspecificgravitylessthan : r ids size;
c multiply y All panel edges
must be backed with 24nch nominal or wider framing. Panelsmust bo installed with the long dimension oriented in the vertical direction. Space nails 6 centres Or- a" inbertnediate framingmembersfor318and7/18 Performance Category panels installed on studs spaced 24 inches o.c. For other conditions and panel Performance Categories, wake nails12incheso.c. on intermediate supports.. For shear loads
of normal or permanent bad duration. the values in the table etnall be muttiptied by 0.63 or 0.66, respectNely. u Framing atpaneledgesmustbe3Inchesnominalorwiderandnitsmustbestaggeredwherenailsarespaced2incheso.c., and where.10d nails having penetration into framing of more thanI -Winches are spaced 3 inches or less; o.c. Eaooption: thdess otherwise mitred, 2-inch nominal framing may be used where AA nailing surface is available eM nails are staggered. t as noted
in Fooftie 7, panel thickness at £P Pe pointofnaiCing at panel edges determines applicable shear values, except that 3/8 Performance Catrmcjwy panels ne8ed at shtptap • • • rcr edges use5/16"Performance Category shear values, and Nis and 19432 Peftmence Category panel sidings nailed at shiplap edges use 318 Performance Category sheer values. Sfdplap edges rntbedouble -nailed: one nail must be placed in the underlap and a second nab must be placed in the overlap at the neil,spaeing specified For the appl'icabte shear value. r Fastenersmust
not be installed in panel siding grooves in the field of the panel sidbng oriftn the panel slung grooves o=r. at aut edges of One panel sidirr2. A 2014 APA -
The Engineered Wood association 07-02 ' .
APA Product Report' PR-14124
Revised July 2, 2014 Page 4 of 7
Tahle is 1 an Qirtinn _ U!NWIm ....o. Hl
Performance
Categorygry
Maximum
Wall .
Stud
Spaiing1 1
Siding
Width
in.)
vw.
Maximum
Allowable.
Wind
Pressure
sfl
r n..rM 0 wow V
I Maximum Nominal (Allowable) Wind
eed V 'i (mph)
Wind Ex osure Cate or
8 C D
3/8 16
6 80 170 150 140
8 79 170 150 140
12 50 140 • 120 110
7116
Gr.. cr• ,., ., . c
16
6 80 170 150 140
8 76 170 150 130
12 49 140 120.-
24
6 1 71 1 170: 145 130 1
8 1 51 145 120 110
12 32 110 90 90 I
r-. ....v . v, . . V!1 - V.1 r IWO.
0ne fastener per stud 10Cstad 3t4 inch bum the tug edge of the siding. Each successive course of lap aiding must, overlap a minimum of 1 inch. Fastener must ha" a minimum head diameter of 0.207 inch, a mintinum shaft diameterof0.113 Inch and a minimum length of 2.5lnches (8d box nab). Izt Weil studs must have a minimum specific gravity of 0,42.
cai Three -second -gust based on wind pressures acting toward and away from building auAaoas, at 30-ft height In Zw e'3withamallbsteflegivearas'parChapter 6 of ASCE 7.05. Section R301.2 of the 2009 and 2012 IRC. and Section1609.1.1 of the 200918C.
Table 2b_ Lan Sidlrle _ Mnutm..n. .tF:r.s+a d:......d..J . -.. • r1I
Performance
Category
Maximum
Wall '
Stud
Spacing
Siding
Width
in,)
Maximum ^
Ultimate
Wind
Pressure '
s
Maximum, Ultimate Design Wind Speed,
V , c`' (Mph)
Wlnd Ex osuse Cat ory
8 C . . p
3/8 16
6 133 200 180 180
8 131 200 180 180. .
12 83 180 150 140
7f16.
16.
6 133 200 too 180
8 127 200 180 160.
12 81 180 150 140 '
24
6 119 200 18( 160
8 85 180 160 140
12 64 140 120 1 115
rrn - V.n4f Iwo.
r'r One fastener per stud focatad 314 inch from the.top edge of the siding. Each successive Course of lap siding mustOverlapaminimumof1inch. Fastener must have a minimum head diameter of 0.297 Inch, a minimum.shaft diametercf0.113 inch and a minimum length or 2.5 indw (fid box nall).
M Wall studs must have a minimum specific gravity of 0.42.' n' Three -second -gust; based wi wind pressures acting toward and away from building surfaces. at 30-111 height In Zone 5withsmallgsteffedlvoareaperChptar26ofASCE7-10 and Section 1609.1.1 or the 2012 IBC.
2014 APA - The Engineered Wood Assocwb6n 07-02
APA Product Report® PR-N124
Revlsed July 2, 2014 Page 5 of 7 '
Table 3a. Panel Sidin — Maximum norillnal Il b
Performance
Category
Maximum
Wall Stud
Spacingf)
a owa
Faseefln. Spacing
in. a.c'
le deal
Maximum.
Nonrable
Wind
Pressure
R wfnd eti:d V '
MaxiMurn Nominal Allowable) .
Wind S 6ed V,' aI m h
Edges'. Field Wind Ex osure Cat ory
B C 0
3/8
16 g 12 46.130 110 105
6 80 170 150 140
24 6 12 31 1 i0 90 . 85 -
6 61. 150 130 120 • '
7/16
16 6 12 45 130. . 110 105
6 - 80 170 150. 140
24 6 • 12 30 110 90 85
6 59 150 130 120
19/32
16 6 12 41 130 110 100
5 80 170 150 - • 140
24. 6.. 12 27 105 90
s 55 150 125 ' 110ForSI: 1 inch 25.4 mm 1 nef All AA 0-
Fastener must have a'minimum head diameter of 0.297 Inch, a minimum shaft dbrtiotor, of 0.113 inch and a min?mumlengthof2.6 Inches (8d box naiq. tzh Well studs must have a minimum specific gravity of 0.42. tat Three-smnd-gust: based on wind pressures acting towardand away from building surfaces, at 30,ft hoightin Zone 5withsmallesteffectiveareaperChapter6ofASCE7-05. Section R301.2 of the 2009 and 20121RC, and Section1609.1.1 of the 2009 ISC.
Tahle 3h Panssl CGfin-
Maximum
Performance Wall Stud
Category spacingm
in.)
Fastener Spacing
in. o.c.
Maximum
Ultimate
Wind
Pressure
Maximum Uhimate Design Wind
Seed V,,, t m h
Edges- Field Wind Ex osUte Cat o
B C D
3/8
18• 6 12 77 160 150 130
6 133 200 180 180
24 6 12 51 140 no 110
8' 102 _ 200 150 150
7/16
16 6 12' 74 160 140 130
6 133 200 180. 180
24 '` 6
t
f2 50 140 120 110
6 98 200. 160 150
19/32
16 6 12 69 160 140 130
6 133 ' 200 180 180'
24
a 29 AM- •
6
4 - AV en ram_
12 46 130 1115
6 92 180 160 150ForSI' • 1 inrh
r-. .... Mr • n-
t' Fastener must have a minimum head diameter of 0.297 indi, a mintmtgn shalt diameter of 0.113 Inch a' a minimumlengthof2.5 inches (8d bbx nail).
d' Wall studs must have a minimum specific gravity of 0.42.
Three-Ilecond•gust; based on wind pressures acting toward 41W slay from 4uilding surfaws at 30•0 height in Zone 5wIlhsmallest'effectivo area perChapter 28 of ASCE 7.10 and Section 1609.1.1 ofthe 2012 IBC.
2014 APA - The Errgineerwi Wood Assoaalbn 07-02"
APA Product Report® P14-N124
Revised July•2, 2014- Page 6 of 7
Table 4a. Lap Siding Installed Over the Facer of SIPs") - Maximum nominal (allowable)_ dasinn winA etnan.t V .(2)
Performance
Category
M9h6mum Ring
Shank Nall
Spacing(3)
in,)
Maximum
Wood Screw
Spacing('),
in.)
Siding
Width
in.).
Maximum
Allowable
Wind
Pressure
psi)
Maximum Nominal (Allowable)
Wind Speed, v,00) (mph)
Wind Exposure tenory
8 C D
3/8 ' • 8• • . 12
6 80 170 150 - 140
8 63 150 130 125
12 40 125 105 90
7116 12 16
6 58 160 130 • 120 •
8 42 130 110 100
12----,27 105 85
The facer of the structural insulated panels (Sl0s) shag be 7116 Performance Category or Ihic m OS8 sheathingmeetingDOCP62requirerents.
rnh The tabulated values represenl the capacity of the LP Lap Siding installed in aeconiancr..with the requirements of thistable. The tabulated wind spcod sholt not excoad the SIP capacily'for wind toad resistance.
One ed ring'ahank Hall (0.120 inch in diameter) located 112 inch from the top edge of the siding. The ring shank nailsmusthaveaminimumheaddiameterof0.297 inch, a minimum shank diameter of 0.120Inch end a minlmum length of2Inches.
h One #8 wood screw (0.164 inch in diameter) located 1/2 inch from the top edge of the siding may be used. The woodscrewsmusthaveaminimumheaddiameterof0.297 inch, a minimum shank diameter of 0.164 Inch and a minimumlengthof2inches.
Three -Second -gust; based on wind pressures acting toward and away from !wilding surfaces, at 30•11 height in Zone 5withsmartesteffeclhaareaperChapter6ofASCE7-05. Section R301.2 of the 2009 and 2012 IRC, and Section1609.1.1 of the 2009 W.C. .
Table ab. Lap Siding Installed Over the Facer of SIPS(" - Maxlrnum ultimate design windrtnaad_ V_...i2) .
Performance
Category
Maximum Ring
Shank Nair
Spacingf3)
in.)
Maximum
Wood Screw
Spacing(')
in.) .
Siding
Width
in.) :
Ma)dmum
Ultimate
Wind
Pressure
p$
Maximum Ultimate Design
Wind Speed, V„nls) (mph)
Wind Exposure Cateaory
8 C D
3/8• • 8 12
8 133 200 180• 1eD
8 105 200 160 16D
12 67 160 140 120
7/18
Cwr C1. • 1__
12
wR
16
6 97 200 160 150
8 70 160: 140 130
12 45 130 115
v......., V. - * , rP, / 11bill - V.WIr M14. • '
n' The facer of the structural insulated panels (SIPa) shall be 7/16 Perforrance Category or thicker 066 sheathingmeetingDOCPS2requirements. '
The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of thetable.. The tabulated wind speed shall not eitceed the SIP capacity for wind toad reelstence. h" One 6d ring shank nail (0.120 inch in diameter) located 1/2 inch from the top edge of the siding. The ring shank nailsmusthaveaminimumhiaddiameteroh0.297 Inch, a minimum shankdiameter of 0.120 inch and a minimum length of2inches. '
rta One $8 wood screw (0.184 Inch In diameter) located 112 inch front the top edge of the skiing may be used. 'The woodscrewsmusthaveaminimumheaddiameterof0.297 Inch, a minimum shank diameter of 0.164 inch and a minimumlengthchi2Inches.
Three•aecond-gust; based on wind pressures acting toward and awav from building surfaces, at 30-it height in Zone 5
with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 113C.
2014 APA - The Engineered Wood'Assocfation 07-02
AAA no Engineered Wood Association is an approved national atandard& develop, accredited by American National Standards Institute (ANSI). APA publishes ANSI standarrandVoluntaryProductStandardsforwoodstructuralpanels•and engineered wood productAPAIsanemlVdltedceMca1lonbodyUnder160136byStandardsCouncilofCanada (SCCanaccreditedinspectionagencyunderISO/1EC 17020 by International Code Council (IC( Intiemationel Accreditation Service (IAS), and an accredited testing organization undiISO/IEC:•17025 by IAS— APA Is also an approved Product Certification Adency, TestirLaboratory, Quality Assurance Entity, and Validation Entity by the Stet cri•Flarida, and eapprovedtestinglaboratorybyCityofLosAngelesandMiami -Dade County.
APA — THE ENGINEERED WOOD AW OCIA776N
HEADQUARTERS
7011 So. le St. • Tacoma, Washington 90466
Phone: (253) 665-Woo • Fax: (253) 566-7255 - Internet Address: www.aoaMtgod.om
PRODUCT SUPPORT HELP DESK
253) 820-7400 • E-mail Address: help®apawood.org
D18 WIVIER
APA Product Report* is a trademark of APA — The Engineered ihbod Association TacomiWashington. Tho information contained herein Is based on the product evaluation In a000rdanewiththereferencesnotedInthisreport, NeMer APA, nor its members make ariy warranttexpressedorimplied, or assume any legal liability or responsibility for the use, application aand/or reference to opinions, findings• conclusions, or recommendations included in this reportConsultyourlocaljurisdictionordesignprofessionaltoassurecompliaricewithcodeConstruction, and pert rrnanoe requbernents. Because APA has no control over cl"Iy cw0rltmanshlportineconditionsunderwhicherGlineerodwoodproductsareused, it cannot aeeeFresponsibilityofproductperformanceordesignsasactuallyconstructed.
0 2014'APA - The Engineered Wood Association 07-02
1
Technical Note No. 014 Lr
Installing LP1SmartSideOTr1n) and Lap Siding on Concrete or Masonry Walls
over Furring Strips in Florida (Vwt Wind Speeds)
This Technical Note is an addendum to the LP" SrnartSide& Trim and Fascia, and LPG' SmartSide°
Lap siding Application Instructions ("Instructions"). It is intended to provide an alternative
fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring
strips. The Instructions remain effective except as may be modified by this Note. Refer to the
Instructions for all other aspects of product installation.
Trim and lap siding may be installed on concrete or masonry walls over furring strips:
Trim and lap siding must be installed over a minimum 10 nominal size Southern Pine
furring strips with a specific gravity greater than or equal to 0.55.
o Install furring strips no more than 15"o.c. in wind speed areas less than or equal
to 200 MPH'
Siding shall be installed to safely support all loads, including wind loads, of the locally
adopted building codes. The installation of siding shall result in a system that provides a
load path that meets the requirements for the transfer of loads from their point of origin
through the load -resisting elements to the structure. The mechanical connection of.the
furring strip to the concrete or masonry structure is the responsibility of a design
professional. LP assumes no liability for any loss or damage caused by the design of the
mechanical connection of the furring strip to the concrete or masonry structure and is
expressly released by the purchaser or owner from any such loss or liability.
Minimum Fastener Type:
o Corrosion Resistant — Hot Dipped Galvanized or equal (ASTM A153)1
o Ring Shank3
o Shank diameter = 0.120 inch
o Head diameter = 0.270 inch
o Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring
Caution: fastener shall not bottom out on masonry wall leaving the fastener
head less than flush with the face of trim or siding.
Page 1of3
Data Created. 121OV2015
Last Revision: 12/17/201
Expiration Date:O$;201T
A S 4 Vnk n S:reet
soite ?.K.9
Nz- hv:rq. TM
WSi Ger-50f.?
rrnvipcprt.r.r.
The 2012 IRC and 2014 Florida Residential Code require, a water-resistant barrier be used
on all exterior walls, except over concrete or masonry walls per Exception 1 in Section
R703.1.1 of both Codes. LP always requires the use of a WRB behind LP® SmartSideO
products. LP has no responsibility for any damage arising from a failure to use a WRB.
Lap Siding
Limitations:
o For use with Strand substrate lap (all widths) and/or Fiber substrate lap
up to 8 inches wide only)
o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap,
and SmartLockT" Strand Lap
Fastening Requirements:
o Place fasteners 3/4 inch from top edge of lap siding
o Increase minimum lap siding overlap to 1-1/8 inch
o Blind nail two fasteners per furring strip (every 16" o.c.)
Min.10
Furring Strips
Fasteners
Lap Siding
r
1 I
2 nails per furring (4 nails at butt joints) I
e Nails spaced 3/4" from top edge of lap and 3/8' from ends of lap (approximately 1" apart)
e 1-1/8" min. lap siding overlap. }
Page 2 of 3
Date Created: 12/0V2015
Last Revision: 12117,2015
Expiration Date: 08/2017
41.1 Union sir""
r.,0it0 2'Jti:,
Trd
i, lt=,15,937•Lef.6
AliW :p.^CfTI.:.'1C.:
Trim .
Limitations:
o In Florida where high negative wind loads area concern, box or common nails
should be used.
Trim nails may be used in Non -Hurricane -Prone Regions with the
following cautions: Do not overdrive or counter sink the fastener, nail
flush with the surface of trim. Detachment of trim is not covered by the
LPI SmartSide* limited warranty whether common, box, or trim nails
are used.
Fastening Requirements:
o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the
trim, or two fasteners at both ends with additional fasteners spaced a maximum
of every 12 inches o.c. along alternating edges the length of the trim.
o Trim under 7 inches wide use a minimum of 2 nails per width. Trim 7 to 12
inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a
minirnurrt of 4 nails per width.
Wind speed is Ultimate Design Wind Speed/ Zone S/ 10 ftl/ 30 foot height. See 201.4 FRC.
Z Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners
under normal outdoor environmental conditions for a period of no less than 50 years. For further
information or guidance, consult your nail supplier/ranufacturer.
3 Ring shank nails shall be capable of the performance specified in Table IA Ring -Shank Nail
Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing
when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical Fasteners in
Wood and NDS-2015. For further information or guidance, consult your nail
supplier/manufacturer.
Page 3 of 3
Date Created: 12/0412015
Last Revision: 12/171201 G
Expiration Date: 06,2017
45n 7n aa >trae
Nacn.:C;. TN
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Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_ist.aspx 8/20/2018
TRINITY ER®
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
740)404-7829
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorizotion #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
203) 262-9245
Evaluation Report 037940.02.12-118
FL10674-R13
Date of Issuance: 02/06/2012
Revision 8: 10/09/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity( ERD Evaluated" may be displayed in
advertising literature. If any 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 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DG4 ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
3. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ' ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6`h Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-112453 05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC (TST9628) Physical Properties Classification letter 02/13/2014
VL LLC (TST9628) Physical Properties Classification letter 10/02/2015
Miami -Dade (CER1592) FBC HVIiZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition Duration, Duration* Premium Cool, TruDefinition Duration* Designer Color
Collection, TruDefinition Oakridge', Oakridge" and WeatherGuard* HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shinales:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge"' Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Fxterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9S03 G " EDITION (2017) FBC NON-M4H2 EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.2
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (V„h = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment, shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
i Berkshire shingles require minimum five (5) nails per shingle.
WeatherGuarda HP shingles require minimum six (6) nails per shingle.
Devonshire'" shingles require minimum six (6) nails per shingle.
i Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
2507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
Felt undedaintera Mek
StE-ratered
WoAiherl.otlll
Inlacrlavment
Drip_ , Drip ed9049e
ter 'IitdlS t:
7'-3' bran cave
i
Inviall first ' Srif•:.reling arlhesivestonerstri)t T. t; % twsitimlal tl n9 gave
6" r rrtavetf Stalin Strip shingle nvcrhonlp torts atArite"I = ;
reh umJerbynen; / ii, Deck SeDwl4rvrl
andeierLtla
Nlat4D r'•, ytn_-
nt Uric
rdy. Drip-- :.
edge \,
Uerl.,
4rr1ed f--
Y NCrn e)1e IA114fu:
StUlft, WpHrr• St.
rter ;trip Hug met11091 eaves rno relief ices'- 31V Warior
Research and Design, Ur— Evaluation Report 037940.02.12-118 Certificate
of Authorization A9503 6°t EDITION (2017) F8C AEON-HVH7. EVALUATION F110674Ri3 Owens
Coming Asphalt Roof Shingles Revision 8: 20/09/2027 Page
3 of 8
6.2.6 Minimum Nailing— Classic® & Supreme:
Normal Monnord or Ara@ parsWindAreasHighWinddsavenesyAreapornvienrosnormaiesAreasv;Onto* /verise
S' Expowre
Exposicidn
6.2.7 Minimum Nailing — Berkshire®:
Seobmstrip
Lfie de wu*r
a 4-----s s 4 P• -s
1-
Standard Fastening Pattern
TRINITY ERD
Normal Mansard or Ar" pareWindAreasHighWinddssvaneay
Arse porn viontos normaios Areas vionto@ fusrtas
5 5/8' Exposuro
Exposiaidn
S+aldnt strip
la *a dtrr.7adot
E `< • it •' • • 8 b" • tl v,3' •
6-Nail Fastening Pattern
Seabnl trip
1a i+edo saihrbr
Y• a Vr 8 !7' 8 W 8 'If
t r.
AsphsR rsofinl enmoal
Croxntodp taeM de as:ab
Mansard or Steep Slope Fastening Pattern
Exterior Rescarchand Design, I.I.C. Evaluation Report 037940.02.12-RB
Certificate of Authorization #9503 6EDi-noN (2017) FBC NON-HVH7. EVALUATION FL10674-R73 Owens
Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page
4 of 8
6.2.8 Minimum Nailing — Devonshire"":
I tl
5.516' exioswe 5calam lagtionEx?osiri6n do 5.5/0 pul9 Ubicao6r, del sellador
Standard 6-Nail Fastening Pattern
1. TRINITY* ERD
Nails
Ten 1" Spots of Asphalt Roc- Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — DurationO, TruDefinition® Duration, Duration® Premium Cool & TruDefinition*
Duratione Designer Color Collection:
4-Ned Fastening PSttern
W'1•,yF"
Standard Fastening Pattern
444811 Fastening Pattern
r— sYM:3.181ewnlne area w4ft
I "L Typ"
jti fr , i1 tr p'
f 1
I
l___ _I.___t....._
Fa9fening for Slopes Gr-ater Than 21:12
1 r•r:s M+eu
JrY /-:Y'J. 91 pie rIWl1'vjWMrt
Mansard or Steep Slope Fastening Pattern
6-Nail Fastening Pattern
Eutorior Research and Design, UC. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9SQ3 O' EDITfON (2017) F8C NON-HLfHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/0912017
Page S of 8
TRINITY ERD
6.2.1 Minimum Nailing —TruDefinition Oakridge°, Oakridge°:
4 Aril Nown
Esqua w con d cIMS
55/0" [..pays Na IN,
arposieldydoS5lPpu'Q. Cims Frpor."cmn ds a'9pag.
Standard Fastening Pattern
6 Nall Paetem
Eequema con S cl7Vo3,
55B" Enpoaum
EAyoaiddn de 5G/8pug
6-Nail Fastening Pattern
FaslenrnG tar slopes Grnater'rhan 71 17
su.wu,ro.uln,pn«.Ism
i udl rydul
YIT'7.y1Y!
Fnx :' S:Ib 9I A%"IRW0 M Wrllr::
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuardm HP:
Amilwal
aw>. wsla iibr i 1FrJir
Erposici6nde56/Sptg.
Worior Rnscamh and Design, UC. Evaluation Report 037940.02.12-R8
Certificore of AuthorimVen #9503 6T" EQITION (2017) FBC NON-HVH7_ EVALUATION F110674-1173
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
TRINITY ERD
6_3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard* HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTO Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
iS07.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire* Hip & Ridge and High Ridge:
Fig.1 a<'
IWva YtnU
1
T—pltlUnasJ
FIg.2
T T 7' IVAr p! IdW l t
f'
1 1
I i
L
1
1
gl
1
tr •--
t
6.3.4 Minimum Nailing— WeatherGuard° HP Hip and Ridge:
Fig. d
Wind
o
1
410"_ 1 1
Erynouro •i
Fig. C Hip & Ridge Shingle Fastening
TopVtivi —
Rolb Nolb
7"
g• EapO:up f
I 1
I '•
1
it .... -------
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificateof Authorization #9503 6°i EDITION (2017) FSC NOMHVH7_ EVALUATION F110674-R13
Owens Coming Asphak Roof Shingles Revision 8:10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Seaianl Stri
G' Exposure .
Faslen 7111'
Covey Exposed
Fablo.9ers rrlll{
Roar Cement
Standard
Fastening------ 11'-• —+
Pattern i"""-'—"
I
r z
Soulant
iv V Ellpos 1 e
i
6.3.6 Minimum Nailing — DuraRidge`" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
R a,aiing N+ Linr,7te4`-` Mt t+nn.ivnitJn[a iil•vl•
Ciilaru:r, u+1 nu>m rrvjrT.rmra
I+ttmlal'S r•
Tap'r ,
Jv. •n pW.
i WJ"MC^rnjryrS4ll4IAIM 1 •w1
I
I
I`
r".,lgz J
0
i• l0 8
7. LABELING:
7.1 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 of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT -
Extorior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization #9503 11i EDMON (2017) FBC kON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:1010912017
Page 8 of 9
Florida Building Code Online Page 1 of 1
Professional Regulation
r r r®
SCIS Home i log In I User Registration I Hot Topic Submit Surcharge I Stats R Facts ( Publications ! Contact Us BCIS SRe Nap Units . Search
dbt r + a Product Approval
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17206.1
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FL# Zyoe Manufacturer Validated ev Status
FL17206-R4 Revision WOODLAND INDUSTRIES, INC. Locke Bowden P.E. Approved
History FL#: FL17206.1 334) 300-1800
Model: TYPE It underlayments-HVHZ
Description: #30 Asphalt -Saturated Organic Felt
Category: Roofing
Subcategory: Underlayments
Approved by DBPR. Approvalsby DBPR shall be reviewed and ratified by the POC and/or the Commission Ifnecessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1924
The State of Florida Is an AA/EEO employer. Cowriaht 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-mailaddress released In response toa 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
smalls 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 hm.
Product Approval Accepts:
a E rr
Credit Card
Sate
https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/20/2018
ID
CONSTRUCTION MATERIALS
TECHNOLOGIES
ACCREDITED
sm
Report for:
r LABORATORY TEST REPORT
Woodland Industries, Inc. Date: March 22, 2011
1520 Kalamazoo Drive
Griffin, GA 30224
Attention: Pam Herring
Product Name: Type I Asphalt -Saturated Organic Felt Manufacturer: Woodland Industries, Inc.
Project No.: WII-007-02-01 Source: Woodland Industries, Inc.
LDate Received: March 3, 2011 Dates Tested: March •11_18 _2011
Miami -Dade Notification No.: PRI11018
Subject: The purpose of this project was to test Woodland Industries' Type I felt for compliance with
the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for
Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type 1.
Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphalt-
Saturated Organic Felt Used in Roofing and Waterproofing, ASTM D 146: Standard Test
Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing
and Waterproofing, and ASTM D 727: Test Method for Kerosine Member of Roofing and
Flooring Felt by the Vacuum Method:
Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3,
2011.
WII-OU7-02-U1 PRI AcueddaUons: rAS I L-189: State of Flonda'rST 9878: Metro -Dade 06-11113.02: CRRC
The test results, opinions. or interpretations are based on the material supplied by the client. This report is for the exclusive use of staled
client. No reproduction or facsimile in any fonn can be made without the client's permission. This report shall not be reproduced except in
full Mthoul the written approval al Ibis laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this malenal in connection with this report.
PFJ Grsc*mkn WtMaas TeCmologi:. U.C. W9 B.*iv Qme TaWa, FL 33610 Tut 813V1.6rn Pac 813.621•suo C-mul mw:iar lrr,9ny7yriantwm Web&ts. n:W,)V; w+.p(crtLvXn
Woodland Industries, Inc.
Laboratory Test Report for Type I Asphalt-Salmated Organic Felt
PRI11018
Page 2 of 3
A
Results:
r,.•
Materials and Manufacture, 1
Materials and Manufacture (Pass/Fail] A5'fM D 226 Pass
Free from lumps or Free L•ofn lumps or
INflides nt cots-tg l partues or foreign
oubstariCPs -- - substances
Physical Requirements
Unrolling C 40°F and 140'F /Pass/Fai1J I Pass No Damage ; No Carnage
Avg. Breaking Strength (Ibf1iin-vridth)
10 specimens; 1 ' x 6':
Cond 2h @ 73 4t3 6`F:
1 ASTM D 146t
Test @ 73.40 6°F: Rate = 2in/min
MD 47 30
CMD 23
a
z 15
t 40
a 20
Pliability [Pass/rail) t
5 specimens; 1" x 8':
Cond. WI 10-15min a 77t1 6'17; ASTM D 146
Test 90' over 1/2" (or 114") r in 2s @ 771F:
Visual Inspection in "flexed" position ir
MD
i
No tracking
No cracking
No Cranking
fir" radius
No Cracking
W radius
No Cracking
radius _
No Cracking
W radius
CMD
Los s onn
2 specimens; 12" x 6% ASTM D 146 1 2.2 j--- s 4 5 4
Test Cond. 5h±3min cQi 221±5'F
of Roll:
orI( Rep )
Area of Roll: --•----
rain
ASTM D 146 36.0
428.1
36 ° t 0.7`Yo—may
216 or 432"
36" t 0 7%
216"
Moisture, at point of manufacture: ASTM D 951
V
2-8 4.3 Imax (°/a) - -
Net Mass of Saturated Felt;
min (Ib/100ft)
Mass of Saturant;
min ONION)
ASTMI D 146
ASD 146 ASTM
D 146 t-
12.
9 69
11 ,
5 G
2- 5.
9 - ! 120
4.
1--- 26
ISO
to.
0 150
Mass _ --
Massof Desaturated Felt: min (
lb/100f(2) Saturatton, -
ASTM
D 146 ASTM
D 226 5.
8 124u
Ash;
Max
ASTM
D 146 4.6 1G.0 I 10.0 Workmanship,
Finish, and Appearance i ,
Fa•btrx Dtcd,td ahal! ce r•ttrsledrda7 veha4 to ._ V.
avgN: are. r. a :•m;, ' dt.rouQRly anv u;slgrz,ry Workmanship.
Finish. and Appearance; ASTH D 226 Pass Pass/Faill f°
te'•r'Mac^ f SI r7.YJ, gee fwafiny` kof -xhet u tt Y tek or o:n.".: lhw. raw, tntenCa
itn w.3o_i4n, infPAqe utn :drawn. and
flv7 U vtsil•le n.!orret =Pd ffvo of vis,tta o.terral cetects
odeas evuiC
r: vr'+b r%rgreea vpon oy r-urcnaser ano 5euer Note
B: Salui alion efficiency is 72% Minimum requirement is 70% for Type 1. WII-
007-02-01 PRl Accredilalions: IAc TL-189, Slate of Florida TST 5878, Metiu-D•ade 06-1115.02, CRRC The
testresults; opinions, or imeroretations are based on the material supplied by the client. This report is for the exclusive use of staledclient.
No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full
without the written approval of this laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a performance
or warranty statement for this material or products and process• i; containing this material in connection with this report. RlC
rtsrucBenstatcnrat n?iog.,LLC (AW li3d8e,{"i+e larrpaji. 4361.0 Tc:81-1Fii•si/f Fv 8t iI153uQ em:mal iacA lUtgto'pr.tnY x n Yie:ie:f:rtp;.wtinv,ncn Coe
Woudland hidusbias, Inc.
Laboratory Test Report for Type I Asphalt -Saturated Organic Felt
PRi11018
Page 3 of 3
Statement of Compliance:
This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification
for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type I.
Signed:--- ---- Signed: t._
i,ach Priest — Duc T Nguyen r
Director Florida Registered Prolessiori'al Engineer
P.E. Number* 65034
Date:---._.._ (_,o ,! c7 -Ott Date:--
WII-007.02-01 PRI Accredkations: IAS TL-189; State of Florida TST 5978: Matra -Dade 06-111S.U1; CRRC
he test results, oDirtions, or interpretations are based on the material supplied by the client. This report is for theexclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibllity nor makes a
performanre or warranty statement for this material or products and processes containing this material in connection with this report
P1tl Ccrsl,t,cOon MLxni&, Tehndoyr». I.I.0 6408 Badge, Davy 7emr3, rL 33810 Ty: 813.82'-571i NK 11*621 :574 ema? maLyr.slrWe gLe r+i;rid carr 44r ite 19 lbwxrr m; cyn
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CONSTRUCTION MATERIALS
TECHN0L001ES
LABORATORY TEST REPORT
Report for: Woodland Industries: Inc.
1520 Kalamazoo Drive
Griffin, GA 30224
Attention: Pam Herring
Date: March 22, 2011
Product Name: Type II Asphalt -Saturated Organic Felt Manufacturer: Woodland Industries, Inc.
Project No.: W11-007-02-02 Source: Woodland Industnes. Inc.
Date Received: March 3, 2011 Dates Tested: March 11-18, 2011
Miami -Dade Notification No.: PRI11018
Subject: The Purpose of this project was to test Woodland Industries' Type If felt for compliance with
the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for
Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type If.
Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification torAsphalt-
Saturated Organic Felt Used in Roofing and Wate7proofing, ASTM D 146. Standard Test
Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing
and Waterprooting. and ASTM D 727: Test Method for Kerosine Number of Roofing and
Flooring Felt by the Vacuum Method.
Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3,
2011.
WII-007-U2.02 _ PRI Accrealtat!ons: IAS TL-189: State of Flonea TST 5678. Meir"ade 06-1116.02: CRRC
The test results, opinions, or iirterprelations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any term can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report
PFI Coris!ru bmi Idrlavls Tecbnen;;,e>. J.f.. @4CF. G cper rr +o Tmop,iFL i300 Tci. 8l3.62;• 7?7 Far. 813-0I.SB i;la-,rr71 n2 zats;e hag?p T1;,cMn V1ebS<a. n; :1.1twwwpic v ccri
Woodland Indusides, Inc.
Laboralory Test Report for Type It Asphalt -Saturated Organic Fell
PRO 1018
Page 2 of 3
Results:
Type,
Materials and Manufacture
Free Irom lumps or I Free Irom lumvs or
Materials and Martufactu e fPass/F+iIJ ASTM D 226 Pass particles of foreign pam es of foreign
substarn;e, substances
Physical Requirements
Unrolling I@ 40'F and 140' F [Pass/FailJ I Pass No Damage i No Damage
Avg. Breaking Sirength (lbflilt-width)
10 specimens 1' i 6": ASTM D 146
i
f
Cond. 2h Q 73.4t3.6'F;
Test @ 73.40.6"F: Rate tin/ruin
30 >_ 40MD1--80
CMD
Pliability (Paes/FArIJ
r
5 specimens; I' x 8':
Cond. W1 10.15min @ 7711 8'F; i ASTM D 146 !
Test 90' over 1/2' (or 1/4-) r in 2s @ 77'F; I 1
Visual Inspection In 'flexed" position
No Cracking No CrackingMDNocrackingNucrackingy, radius radius
CMD - -- -- -- - No cracking tJo Cracking No Cracking
radius MA"radius
Loss on Healing ("/°j
2 specimens: 12" x 6'; ASTM D 146 ! 1.8 I 5 4 4
Test Cond. 5h:t3min (a? 221i5'F
1Nidth of Roll; ASTM D 146 36.0 36 `t 0.7% 36 * t 0.7%
Report] (in) _- -- 1-----
Area of Roll:
min (h) 214 216 or 432" i 2164
Moisture. at point of manufacture; ASTM D 95 F 1.2 4.3 4.1
max (%) ASTM D 146
Net Mass of Saturated Felt: -
min (lb/100ft) ASTM D 146 I 275 11.5 -- 26
Mass of 5aiuranl;----_-•_ --_ •-
min (lb/100ft')
6.2 -_-- 15.0 •• --- ASTM 0 146 16.4-•
Mass of Desaturated Felt;
min (Ib/100ft)- - - ASTM 0 14& 1 i .1 5.2 10.0
r--- -••------•----- Sa tes abors, I
min (%)
ASTM D 226 152 1_0 I 150
Asir ASTM D 146 i 4.7 10.0 10.0
max(%) ._.--
Workmanship, Finish, and Appearance ,
xazucr Shad to
vo:cu,A y ono :r.'.° r y
F m•;,ec DrJCtral s::a I',rt
Ur =vqh. .anc e,; xrrv
Workmanship, Finish, and Appearance; aw,mon. no_ r3 aa;mL,
ASTM D 226 Pass : 01 °I• :batroar
od ,,Cc a.°,,,,,_j
laic us xee. llrar na; Pass/FailJ m:e'aray.:Uiadtmaar. rn,ed_. wOrr:rd<sror,
am Irna or -.is 1- ersrnsr
dA°cu
o,d'rac or .inCW eriern3l
dhfrr.Ic
Vote A: Vr As Agreeo upon oy vurcitaser ano feller
1P:II.007-02-02 PRI Accreditatfons: IAS TL-189: Slate of Florida TST 5878; Metro -Dade 064116.02- CP.RC
The test results, opinions. or interpretations are based on the material supplied by the client. This report is to. the exclusi'm use of staleri
client. No reproduction or facsimile in any form can be made without the client's permission. Thrs report shall not be reproduced except in
full without the written approval of this laooratory. PRI Construction Materials Technologies. LLC. assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection Willi this report.
PI8 Consbmton f0ceiats T^«irrJoyles. LLC 6e00 OaQ-,- Onve Tmv;, rL:3510 Td• 813,621,5T, f Fut 811-0-lug e••nad:insvial:lesrur, ericrru cem WtuZia: n#p),v*w pricrd ar
Woodland Industries, Inc.
Laboratory Test Report for Type II Asphalt -Saturated Organic Felt
PRI11018
Page 3 of 3
Statement of Compliance:
This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification
for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type il.
Signed: -, _ Signed:="'......
za h Priest Duc T. NgFWj9Director
Florida Registeord Professional Engineer P.
E. Number. 65034 Date: ___._.._._.
f
yDate:
WII-007-
02-02 PRI Accreditalions: IAS TL-189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC The test
results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No
reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without
the written approval of this laboratory. Pill Construction Materials Technologies, LLC. assumes no responsibility nor makes aperformance or
warranty statement for this material or products and processes containing this material in connection with this report. PHI C'
rYW!OA tA,-4eriats Technot#es, LLC 6408 Ba*r Drive latnpq F1. 33610 let 813.521.57J7 Fic. ?13.627 24L 9-mait.;n3i.efial5test.ng@pncm.com 9V2b5iAc: hty:iHaq : pncm!: ten
LECL'ND:
A - DELTA/CENTRAL ANGLE
A/C = AIR CONDITIONER
APT = APARTMENT
BB = BEARING BASIS
C = CALCULATED
CH = CHORD
CB = CHORD BEARING
CBW = CONCRETE BLOCK WALL
C.M. - CONCRETE MONUMENT
CNA - CORNER NOT ACCESSIBLE
CONC. = CONCRETE
COV. = COVERED
D = DESCRIBED
d/D/o - DOING BUSINESS AS
D.E. = DRAINAGE EASEMENT
D.U.E. DRAINAGE k UTILITY EASEMENT
EOP EDGE OF PAVEMENT
EOW = EDGE OF WATER
F = FIELD
FF ELEV = FINISHED FLOOR ELEVATION
ID IDENTIFICATION
I.R. = IRON ROD
I P IRON PIPE
L = ARC LENGTH
LS = LAND SURVEYOR
LB = LAND SURVEYING BUSINESS
M = MEASURED
NR NON -RADIAL
O.R. - OFFICIAL RECORDS
P PLAT
PC POINT OF CURVATURE
PCC = POINT OF COMPOUND CURVATURE
PCP = PERMANENT CONTROL POINT
PI POINT OF INTERSECTION
POS = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
POL POINT ON LINE
PRC POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR k MAPPER
PT POINT OF TANGENT
R RADIUS
RAD = RADIAL
RES - RESIDENCE
RP = RADIUS POINT
R/W = RIGHT OF WAY
S/W - SIDEWALK
780 - TO BE DETERMINED
TOB TOP OF BANK
TYP) = TYPICAL
U.R. UTILITY ROOM
U.E. = UTILITY EASEMENT
WM WATER METER
WPP WOOD POWER POLE
0 O = UTILITY RISER
0 - WELL
0 - GAS METER
GUYWIRE
S-b - FIRE HYDRANT
rD-.7 = UTILITY POLE
Q - SET 1/2- I.R & CAP LB /7020
O = FOUND PROPERTY CORNER
Q = FOUND CONCRETE MONUMENT
N88'51'01'E
I I
FOUND 1/I' IA. ND ar 0 ' OFrtCAP41.1
LE) Wr o 2. ONa
END OF S/W
n 5.1' S/1.V r 260'
CONCRETE BRICK
LINE BREAK
CENTERLINE IJ— - - 0BSL - - RIGHT-OF-WAY LINE
BUILDING SETBACK LINE
w—w—w—•—w—w— PVC -VINYL FENCE/VF
o—o—o-A-o—o—o—o— - WOOD FENCE/WT
0-0-0-0-0=0-0— - CHAIN LINK FENCE/CLF
EMU — EMU OVERHEAD UTILITY LINES
CD A' rn ZZlAA/C OQ 58vp00 - rn mZ
p 10 0' D
1D
100' U <
CONC. APPROACH 4-
0 v
0
RD
F,
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FOUND I• P.
NO I.D.
00
IN
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LOT 2
BLOCK 5
137.24' (M) 137.50' (P)
13i
4
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6
LOT 3
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COMC ORM COv. (tARPOROZIC) o
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to
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1ZA
BLOCK CORNER
IRE SOUTHWEST CORNER
Or LOT 7. OLOCK 5
FOUND 1• I.P. No LD.
1.Y OFF
LOT 4
BLOCK 5
S88'49'5eW 137.36' (M) 137.50' (P)
LOT 5
BLOCK 5
I o0 0IX , Z B ------- 071! LOT 9
I I BLOCK 51t
CORNER . II v n W. E
03. W FOUND 1/2* IR
C[R NO I.D
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S
30'
V% G GRAPHIC SCALE
LOT 10
BLOCK 5 BOWe1DCoilON/Wr 0 i ON
1 -DAR-Y-SURVEY
32.r PROPERTY DESCRIPTION: LOTS 3 and 4,
r•i I BLOCK 5, MAYFAIR, ACCORDING TO THE
Two STORY PLAT THEREOF AS RECORDED IN PLATCONCBLOCK
BUILOMCXNG I BOOK 3, PAGE 35, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA. TIL" °
I' °`t ADDRESS: 135
NORTH ELLIOT AVENUE v
L, SANFORD, FLORIDA 32771 w
I FLOOD 70NE INFORMATION: j
r MAP NUMBER. 12117C 0070 F DATE:
09 /28 /07 LA
p I.~j I ZONE: lE r
p O FOR INFORMATIONAL PURPOSES ONLY AND IS NO1 CERTIFIED) LOT
11 F
I BLOCK 5 CERTIFIED 70: MATTHEW
M. CARROLL and MELISSA U. BALDWIN EMBRACE
HOME LOANS. INC. and/Or THE SECRETARY OF HUD. Ei
ISAOA/ATIMA v
I JAMES A. BARKS. ATTORNEY AT LAW V
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY NOTES•
1:
THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS UO
PROVIDED BY THE CLIENT. Fawn /
I/. 1P— — — — — 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND No
I.D. SHOWN HEREON FOR EASEMENTS. RIGHTS OF WAY OR RESTRICTIONS
OF RECORD WHICH MAY AFFECT THE TITLE I
OR USE OF THE LAND. I3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (
BUILDINGS. FENCES ECT... ) LOT
12 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED BLOCK
5 EXCEPT AS SHOWN. 5:
NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN
LOCATED EXCEPT AS SHOWN. I
15 0' 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES I
HAVE BEEN LOCATED EXCEPT AS SHOWN. Bradley
Cox & Associates Land
Surveying C
A 4U.3 W. zDTn JTreeT T L
Sanford, Florida 32771 Phone (
407) 323-9202 Fax (
407) 324-9661 W
W W.BRADLEYCOXSURVEYING.COM 7.
THIS SURVEY SHALL NOT BE USED FOR DESIGN OR JOB #
BCA18635 CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM
THE SIGNING SURVEYOR. B:
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED DRAWN
BY: MLO CHECKED
BY: BC SURVEYOR AND MAPPER. FIELD
BY: KID I HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY
MY DIRECTSUPERVISION PREEPEMUMDATE:) 05/15/15 FIELDMIS CALER TH BY THE FLORIDA
BOARD PR AL SURVEYORS AND MAPPERS IN REVISIONS: CHAPTER SJ-17, A IMSIRATIVE CODE. PURSUANT TO CHAPTER
472 A S. 05/
18/15 B •
G. X, PSM #5567 (DATE) ICATE
OF AUTHORIZATION A LB7020
CITY OF
rSkNFORD Building & Fire Prevention Division
FIRE DEPARTIMENT
f RESIDENTIAL SHED AFFIDAVIT
9-36-70 (
120 SQUARE FEET OR LESS)
PERMIT #: I ADDRESS:/ A) L— ! 11'0-LL
I -- 30k h 4"-'+' , HEREBY AFFIRM THAT ALL OF THE FOREGOING
INFORMATION IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE
FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER
RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST
ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED
LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE
OWNER'S EXPENSE.
LICENSED CONTRACTOR ''/'
LICENSE #: C 12-G. 3 &+
COMPANY/CON
CONTRACTOR SIGN
HOMEOWNER
TRACTOR: t)
ATURE: DATE: 9 IN
OWNER/B LDER
OWNER/BUILDER NAME:
OWNER / BUILDER SIGNATURE: DATE:
PLEASE NOTE"
THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR
LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND
WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED.
STATE OF FLORIDA COUNTY OF
1SworntoandSubscribedbeforemethis / % day of 7 201kby:
Who is 0 Personally Known to me or has 0 Produced (type of
identification) l
Signature of Notary Public
State of Florida
Print/Type/Stamp Name
of Notary Public
as identification.
pEBBIEBLANTON
MY COMMISSION IFF 17BWYEXPIRES: February 25, 2019
Rt.d4 Bonded Thm N9M Public undemriteR
Effective: August 1, 2017