HomeMy WebLinkAbout19-21471 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 - 21471
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21471 Address: 38604 TRELLIS AVE
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1430
Improv. Cost: 7,170.15 OWNER INFORMATION
Date Issued: 7/15/2019 Name: MORROW-DULIER, MARSHA&DIXON, JE
Total Fees: 120.00 Address: 38604 TRELLIS AVE
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 7/15/2019 Phone:
Work Desc: INSTALLATION SHED 10 X 14
CONTRACTORS APPLICATION FEES
TUFF SHED INC BUILDING FEE 120.00
p0c)
FRAME Ins ections Required
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�Itb—NffftACTO SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
E�AtA(1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: �-
Site:
Permit Type: �b jc
Approved w/no comments:❑ Approved w/the below comments:r Denied w/the below comments: ❑
?J5-77W-T 75K jjL
i C� "09-s 4 Iry
LNaW&J Q-f
This comment sheet shall be kept with the permit and/or plans.
r
(4cl (L �2 tj
Ka - ans xaminer bate Contractor and/or HImeowner
(Required when comments are present)
INSTR#2019117142 OR BK 9937 PG 1162 Page 1 of 1,
07/11/2019 04:32PM Rcpt'2071410 Rec:10.00 DS:0.00 IT:0.00 '
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller,,ad Interim
THIS"INS 111J AENTPREPARE)BY:.
Namn_ TttffShed . ... .
A$di 612 Jetbon.SL.•T=Tai,FL33619
11,10TICE: 00E COMMENCEMENT
Permk�irunber . . .
Parcel w Ntrrid er 3&2_5-21_OOS"GWO-14S0
The undersigned hereWSwes nolke the Improvement w o be made to certain jxW pmpenYrand'Ut acconfanmWM Chapter793;Fonda StartRes,Pre
fot-&Q inlortpatim ispmvided fri tpis MU-of Cc-encainent-
'f. QESCMPf[ON,AF.PR0099 ,6m3i2.d6=fpYponofihepopWand,sheetaddressffavaffable)'
• P Use:0100 SILVGLE FAMIL R
Assesse-din seguori 35,ToW1w6p 25'SoLdR Racza®21 East-ALPHA VILLAGE ESTAfFS PHASE 2 PB 23 PGS.B 9
LOT 1.43 OR 9779 PG 1592 OR 98-38604 TRELLIS AVENUE,ZEPHYRHILLS,.FL 3354A
2: GENERALDEaCi9Pi=QF9WPROVIRiEMt-.
.10x'I4'Shte
3. OIflI MDWORMAUQUORLESSEEINFORMATIONIF`HELESSEECO)gRACTIMF09THEI VEla f
.Name.andode ass:Je�a��nne.D'icon•-58604 TRELLIS AVENUE,ZEPHYRIJILLS:FL 33540
Infe,est ln prppviyr, :OwnEir r
'Fee Simple Tdle Holder(rf otrw Ron outer psted.above)Name
:Address:
4. CONTRACTOR:Name:TuffShl;d;Lkense if CBC1253645 PhnneNdmber 813-657-609.1
Address: 512 Jeftcn St.TaMa,FL 33619
S..SURETY flf applitatile,a copy of fire pay-ant twnd is alfaihedk N9me::1WA
Atfdress Amotrnt of Bond•
tL •t F* •Name .Rhone Numbs
Address
7- 'Person whin 9te'Stale of F for lda Desiggated byOwner upon whpm noGce'or oHrer•doereneirls may be served as provided by'Sbcllon
713.93(1)(a)7'Flctida'tiy'�-'�Q-.
Nadte:NIX Phone Number..
Address ..
S..In'addiffon,Qvmetdesl#na(es of
to feceNe a oepy of the Uenofs Notice as provided in S'eCitin 713.13(1)(bx.F7ortda SlafirEes.Pfione tttapl>e:
S. Expiration Date of Notice of Commencement(The o lrafmnis i year from date of recording upless.a d1l1erpst"wo is.spebified)'
WAWAfG TO OWNFR AM(PAYMENTS MADE BY"THE OWNER.AFfER.THE.F3PIRATION OF THE•NOT1t` bl COMMENCEMENT ARE
CONSIDERFD'IMPROPEFG BAYOTENTS 11[VDER CHAPTI3i'773,PART'1,SEC710N 79313 FLORIDA STATLITES AND CAN:RESULT IN YOUR
PAYING TWICE FOR impRQVEMENTS TO YOUR PROPERTY_.A NOTICED COMMENCEMENT.MU§T�RECORDED.AND.POSTED.ON THE.
3Q3 SCfE BEFORE'THE FIRST INSPECTION.IF YDU;INTEND TO OBTAIN FINANCING,CONSULT W[TH'1?00Ak LENDER'OR AN ATTORWF-Y
BEFORE COMMENCING WORK OR RECORDING 1fOfJfi NOTICE OF COMMENCEMENT
Uncle 8es.ofPe uy,Idealerefftidlhavetsadthefare9ohgandthalthefaetestated-initarattruetwdwbestafinyknowledgeand
i..
Jeanne Dixon
. . . . .�gnatnoaeoeoarm[erxst�rrow�nwteamea ;Ph"�l�rregaidotignmoy.rdtelotr�ml .
. .It+�rmzetl mfnaRAe�.+)
sbft,&f Florida countyRf
The foteg&ng irufnrmentwas acltrr=Wged before me this.
b}r' is CnrnPt-, Who is personafly krrawn to pme❑ OR
' rruneMper'.aaMfimq tlatanao! .
rho has pror#ced'(do onl3:type of Eder URcatiorf produced:
,--oKELVIN MATHIS
tato oFFlorida-Notafy PubIt yam_
' CortSti'rission•1r.GG 1.7077.1i• tvot,ysyre7ec
My pepCommission Expires
'�:Tr•" ember26;2021'
,ix,, 813-7aaoozo City of Zephyrhills PeRITit Application FaX-813 Tao=oozy
Building Department
Date Received. . �. s ^ /.
Phone Contact for Permitting
JEA
owners Name . NNE CAROL DIXON
Owner Phone,NUmher
Owner's Address 38604 TRELLIS AVE ZEPHYRHILLS,FL 33540 'Owner Phone Number
Fee Simple riitieholdeir Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDREss. . 38604 TRELLIS AVE'ZEPHYRHILLS, FL 33540. LtiT# 143
SUBDIVISION PARCEL ID# 35-25-21-OO6A-00000-1430 .
ALPHA VILLAGE ESTATES PHASE 2 '
- (OBTAINED FROM PROPERTY TAX NOTICE) . '
WORK PROPOSED B NEW CONSTR •ADD/ALT ' = SIGN = = DEMOLISH .
INSTALL. e REPAIR
PROPOSED USE Q SFR = COMM = OTHER I wood'
TYPE OF CONSTRUCTION. ' = BLOCK " . = FRAME, �, ',STEEL 0' . ,
oescwPnoNOFwoIilc Install storage shed 10x14 no concrete no electric
BUILDING SIZE 10x14 SQ FOOTAGE 140 HEIGHT
•
BUILDING $:7170.15 VALUATION OF TOTAL CONSTRUCTION.
=ELECTRICAL $ A SERVICE PROGRESS ENERGY = W.R.E.C..
=PLUMBING. $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
ROOFING = SPECIALTY = OTHER . .
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
6-3/4
BUILDER COMPANY TUff'Shed . . .
SIGNATURE : REGISTERED YN FEE CURREK Y -
Address .1512jeftonsitarhpa#133619 License# cbC1253645 .
ELECTRICIAN ' COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address
License#
PLUMBER COMPANY.
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address 'License#
MECHANICAL COMPANY
SIGNATURE REGISTERED "Y/ N FEE CURREN I- Y/N '
Address License#
OTHER COMPANY
SIGNATURE _ REGISTERED . Y/ N FEE CURREK
Address License#
111111.11111111111111111111111.IIItIII11.1 CIA II111iIIIIIIIIIIIIIIIII111
RESIDENTIAL- Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, .
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL ' Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W.Permit for new construction.
Minimum ten(10)working days'after submittal date:.Required onsite,Construction Plans;Slormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site,Work Permit for all new projects.All commercial requirements must meet compliance
'SIGN PERMIT Attach(2),sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction:'
Directions:•. . . .
Fill out application completely..
Owner&Contractor sign back of application,notarized.
If over$2500,'a Notice of Commencement is required. (A/C upgrades'over$7500)
Agent(for the contractor)or Power of Attorney(for the'owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING' (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM MENT.
FLORIDA JURAT(F.S.117.03) A
OWNER OR AGENT CONTRALTO 3/f/Li
Subscribed and swum to(or affirmed)before me this Subscribed and om to(or affirmed)bef r me s
by by fir *A/k i PEIAAM
Who isfare personally known to me or has/have produced 's/ere persortatlyi, o me or has/have produced
as identification. as identification.
e
Notary Public Notary Public
Commission No. Commission No. 'I
Name of Notarytyped,printed or stamped Na t� �V� N typ p p Notary typed,printed or stamped
ip Notary Public State of Fiorda
^ Lance Evans
y My Commissron GG 144974
•001 n ExPrrss 00/20/2021
TUFF SHEU 38604 Trellis Avenue
Zephyrhills FL 33540 '
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Tuff Shed, Inc. Customer NameCCfL1 e l
Stale of,Florida License#GBC1253645 Address;
Product Approval Cover Sheet
y
As required by Florida Statue.553.842 and Florida Administrative Code 98-726; please provide the
information and approval numbers for the building components listed below if they will be utilized on the
building or structure. Florida approved products.are listed online at„w,n,:i umi. or can be
obtained from the local product suppller:
All Products fisted-are.peC Florida Building Code.6fh Edition (2017)
Product TyO Manufacturer Mode!#_ FL Product -
Siding.(Panel)' LP CorpPanel FL9190.6
Sidin La James L: Hardie. Lap FL10477.1. -.
Window--Single Hung. �'`a` `fit ,c �i�Ad' ' _ .V 9ePI/
Window ' Sliding Tafco.Cor : . Series 82000 FL20743.1
Fixed Transom lnnovations;.lnc. Transom FL17667
Premier.Double Door: Tuff Shed, hc. Premier. FL22202.3
Premier.Single Door Tuff Shed,'Ine. Premier FL22202.2
Sutidance Double Door Tuff.Shed, Inc. Sundance FL22202.3
Sundance:Single Door Tuff Stied,Inc. Sundance FL22202.4
-Steel Door—Inswing Jeid-INeri 6.Pane113068 FL11136.1
Steel Door—Outswin g Jeld-Wen 6 Panel/3068 FL11136.2
Full Lite'Door Jeld-Wen 3068 FL17454.1.
Full Lite Door Jeld-Wen 6068 FL17454.1
9 Lite Door Jeid-pVIlepn 3068 FL1209.3
rL
140
Flood Vents. Flood Solutions LLC Founds on FL17588
FL14170q
Overhead Doors Overhead Door Corp. Garage Door
%.
Roof Underlayment GAP 15 Ib. FL
-Roof Underla meat . Woodland Industries 15 lb-, FL17206. .-
As halt'Shingles >. . . ,it` C/(rj� �' FI_ o
Ridge Vent Owens Cording Ridge Vent- FL10758-.1
s:)=z:)-zi-uu:)a-uuuuu-v+ju I rasco t ouniy rroperry appraiser rage.l or/,-
Parcel ID 35-25-21-005A-00000-1430 (Card: 1 of 1)
Classification 00100-Single Family
Mailing.Address Property Value
MORROW-DULIER MARSHA.J &, Ag Land .$0
DIXON JEANNE CAROL Land $15,137
38604 TRELLIS AVE.. Building $84,745 .
ZEPHYRHILLS, FL 33540: Extra Features $948
Physical Address
38604 TRELLIS AVENUE, Just Value $100,830
ZEPHYRHILLS, FL.33540 Assessed (Non-School Amendment 1). $100,830.
Homestead $251-000
Legal Description (First 200 Additional Homestead $25,000
characters)
ALPHA VILLAGE ESTATES PHASE 2
PB 23 PGS 8=9 LOT 143 Non-School Taxable Value_ $50,830
School District Taxable Value. 75,830.
]urisdiction . . $
CITY.OF ZEPHYRHILLS
.Land Detail (Card: 1 of 1)
Line;Use . . Code Description ;Zoning Units Type. Price. Condition Value . .
. $1.97 1.00 $14,972
1 '_0100R . LP1-1 SFR 00R2 7,600.00 SF
2 010OR . LP1-2. SFR . . 00112 500.00 SF $0.33 1.00 $165
Additional Land Information
Acres Tax_Area FEMA Code Res Code Corn Code Condo Code
0.19 30ZH -- ALFA ALFA ALFA
View Sketch Building Information -'Use`0100=Single Family Residential (Card:.I of 1)
Year Built 1985 Stories 1.0
Exterior Wall 1. Concrete Block Stucco Exterior Wall 2 None
Roof'Structure Gable or Hip . Roof.Cover Asphalt or. Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Cork or Vinyl Tile . Flooring 2 Carpet
Fuel. Electric Heat Forced Air - Ducted
/C Central Baths 2.0
Line Code Description :Sq. Feet Value
1 BAS01 LIVING.AREA 1098 $73,615
2 _ FGR01 FINISHED GARAGE 378 $10,124
3 -FOP01 FINISHED OPEN PORCH 60 $1;006
Extra Features_ (Card: 1 of 1)
Line Code . ,Description Year - Units Value .
1 RDWC CONCRETE DRIVEWAY 1985 530
2 RCONPTO CONCRETE PATIO 1985 _ 193 $248
3 RDCFENCE DECORATIVE.FENCE: 2001. 270 $Y01
_. ..
4 RDCFENCE DECORATIVE.FENCE 2001 245 $92
Sales History
Previous Owner: : MORROW-DULIER MARSHA J'
Month/Year Book/.Page Type DOR Code Condition ;Amount.
09/2018 9824 / 1799 Warranty Deed 14 Improved . $0
08/2018 9779 / 1592 Warranty Deed 01 Improved.. .,_. $161,900
04/2005 6359 / 1904 Warranty Deed Improved $130,000
02/2004 5744 / 0365 Quit,Claim Deed Improved $0 .
'05/2001 4607 / 0160 Warranty Deed Improved $79,000
http://search.pascop4.com/parcel.aspx?parcel=212535005A000001430 6/6/2019
Florida,Building Code Online Page 1 of 2
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..
Application Type: on
Code Version " 7
201
Application Status Approved
"
Comments
Archived I F
Product Manufacturer WOODLAND.INDUSTRIES,INC..
Address/Phone/Email . 1520 KALAMAZOO DRIVE:
GRIFFIN,GA 30224,
(770)228=6102
casey@woodlandroof.com
Authorized Signature Casey CROWNOVER
casey@woodlandroof.com
Technical Representative. .
'Address/Phone/Email
Quality Assurance Representative .
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Test'Report
Testing Lab PRI.Construction Materials Technologies,LLC
Quality Assurance Entity Keystone Certifications,Inc.
-Quality Assurance Contract Expiration Date 06/24/2024. .
Validated By Locke'Bowden P.E.
LZ Validation Checklist-Hardcopy Received
Certificate of Independence FL17206-R4'COI PRI-CMT Certificate of Independence-2014-08
29.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 226 . 97A
ASTM D 226 2009. '
ASTM D 226 .2006
Equivalence of Product Standards
Certified By
Product Approval Method Method 1,Option B
Date Submitted 10/20%2017
Date Validated 02/14/2018
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtv.:. 4/17/2018
Florida Building Code Online No 2 of 2 -
Date Pending FBC•Approval 02/16/2018
Date Approved 04/10/2018
Date Revised . . 04/11/2018
S
ummarV of Products "
Model,Number or Name Description
17206,1 . .. TYPE H underlayrhents-HVHZ #30 Asphalt-Saturated Organic Felt
-tmr,19 of Use Installation Instructions
Approved for use in HVHZ:Yes FL17206 R4 II Woodlands Industries WII-008 02-03 Test
Approved for use outside HVHZ:Yes Reodrt-ASTM.D 226 Tyoe'II'No.30(1).odf
Impact Resistant:N/A Verified By:.PRI Construction Materials Technologies,LLC .
Design Pressure:N/A Test Reports,
Other:For.use under discontinuous roof.i.e.asphalt FL17206 R4 TR Woodlands Industries WII-008-02=03 Test'
shingles with slope greater than 2:12.For Use In HVHZ., Report-ASTM:D 226 Type TT No.30(1).odf
. . _ Bxk Next
Contact Us 7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 '
The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida. Privacy Statement::Accessibility statement::Refund statement -
- Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send
. . . . - . . . electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to,
-Section 455.275(1);Florida Statutes,effective October 1,2012,licensees licensed underChapter 455,F.S.must provide the Department with an email address if
m UW have one.The eeils provided may tie for official communication with the licensee,However email addresses are public record.Ir you do not wish bD
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.I.please dick h'jp_ . .
. .Product Approval Aeoept�;.- . .
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV::. 4/17/2018
CONSTRUCTION MATERIALS
TE-CH.NOLOGIES
LABORATORY TEST RESULTS
Report for: Woodland Industries
1520 Kalamazoo.Drive
Giffin,GA 30224 .
Attention: Bill Ward
Product Name(s): No.30 Manufacturer: Woodland Industries
PRI-CMT Project No.: WII-008-027-03 Source: Woodland Industries:.
:Date Received- May 12,2017 Dates Tested: May 16—Sep, 15,2017
Sep. 13,2017 . .
'Purpose: Evaluate No. 30 for compliance with the physical properties•of ASTM D.226
Asphalt-Saturated Felt Used in Roofing and Waterproofing,Type II.
Test Methods: Testing was completed as.descdbed in ASTM D 226-09:Standard Specification
for Asphalt-Saturated Organic Felt Used in Roofing.and Waterproofing. Test
methods assigned or.referenced include ASTM D 70:Standard Test Method for .
Density of Semi-Solid Bituminous Materials(PycnometerMethod);ASTM D 14&
Standard Test Methods for Sampling and Testing Bitumen-Saturated Felts and
'Woven Fabrics.for Roofing zrid Waterproofing; and ASTM D 6136: Standard
Test Method for Kerosine Number of Unsaturated(Dry)Felt by Vacuum Method
.Sampling: Product samples were provided by Woodland Industries from Griffin,.GA.
WII-008-02-03- PRI-CMT Accxeditationsi AAMA;IAS:Miami-Dade:Florida;Los Anqeles;CRRC;UL
The test results,opinions,or interpretations are based on the material supplied by.the dient.This report is for the exclusive use of stated
client No reproduction or facsimile in anyform can be made without the dienrs permission.This report shall not be reproduced except In
full without the written approval ofthis laboratory.PRI Construction Materials Technologies LLC assumes no responsibility not makes a
performance or warranty statement for this material or products and processes containing this material in connection with,this report
PRI Casbactlen Matedals Tehndogles LLC 6408 Badger Drive Tampa,FL 33610 Tel:813-M-S/r Far.813W-Wo a-mal:materialstesting@prKmtcom WebSb:httpJMww*drmtcom
Woodland Industries.
ASTM•D 226 for .
No:30
Page 2 of 3
Results:ASTM D 226
Requirement
Property Test Method
Breaking Strength(Ibf/in-width)
20 specimens; 1'x 67'x thickness;
Cond.2h @ 73.4±3.6-F&50±5%RH;, ASTM D 146
Test 73.4±3.6°F; Rate=2in1min
Longitudinal(with fiber grain) 66, " z"30 z 40
Transverse(across fiber grain) . : 29. z 1.5 " z 20
Pliability(Pass/Fai/J
10 specimens; 1"x 8"x thickness; ASTM D 146 '/°radius 4"radius
Cond: 10-15min in water @ 77±1.8°F;
Test 900 around,W, radius in 2s
Longitudinal(With.fiber . Pass Nd,Failures" No Failures
Transverse(across fiber grain) Pass No."Failures No Failures
. .. . . . . . . . .
'Loss on Heating(weight%)
2 specimens; 12n,x 6"x thickness; ASTM D 146 2 5 4 5 4 .
Test Cond.221±5°F for 5h±3min "
Dimensions:and Masses:"'
Width of Roll(in) . ASTM D 146 .35 7/8 36±1/4 36±114
Area,.min(f:2) ASTM D 146 218 432 216"
Moisture,at Point of Manufacture.(%) ASTM D 146 NT 5 4:3 -4.1". .
As Received? 3.2 5 4.3 <_4.1
Net Mass of Saturated Felt(lb%100ft?) ASTM D 146 26 z 11.5 z 26
Mass of Saturant(lb/100W) ASTM D 146 17.5 z 6.2 �:-15.0
Mass.Ratio of Saturant to Desaturated Felt ASTM D 226 1.5 1.2 z 1:5
Saturation Efficiency(%) ASTM.D 226 NA a 70
Mass of Desaturated Felt.(Ib/l00ftz) ASTM D.146 11 A z 5.2 . " . z 10-0
Ash'(%) ASTM D 146 5.0 :5.10.0. :5 10.0
Continued on Following Page.
WII-008-02-03• . PRI-CMTAccreditations:AAMA:me Miami-Dade:Florida:Los Angeles:CRRC;UL
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_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.
PRI Construc0on Matedals Technologies LLC 6408 Badger Drive Tampa,FL 33610 Tel•81UW-5M Fax:813fi -WO e-ma9:mzWalstadng@picmtaxn WebS1te:,hOpJh—piw tear
Woodland Industries '
ASTM D 226 for
No:30.:
Page 3 of 3
PropertyRequirement
•
Type I p_ 11
Perforated Felt(in2) ASTM.D 226, NA <0.05
Average Venting Area ASTM D 226 NA i:.0.1
Other,
Unrolling @.50°F.and 140°F(Pass/FaiIJ ASTM D 226 : Pass No Damage No Damage .
Note(s): 1-. Moisture(As Received)was utilized In Aeu of Moisture at Point of Manufacture;
NT- Not Tested;
NA- Not Applicable "
Statement of Compliance:
The product was tested has demonstrated compliance with the physical requirements of Type II prescribedin,
.
ASTM D 226-09: Standard Specification for Asphalt-Saturated Organic Felt Used in ciorrng and
WateiprooFng.
1N -. '�, P pi .
Signed:
Florida a ter PrUeSsbnal Engineer L=�
• , i
.E.Number 74d21 ,F CZF
Date:
t •spa L:^:e`.t ° °•'a L
Report Issue History:
Issue# -Date. Pages' Revision Description(if applicable))
Original 09/18/2017 3 NA
END OF REPORT
WII-0Ot3 02 03. . . PRI-CMT Accreditations:AAMA:IAS:Miami-Dade;Florida,Los Angeles;CRRC:UL
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 orfacsimile In.anyform can be made without the client's.permission.This report shall notbe,reproduced except in
full without the written approval of this laboratory.PRI Construction Materials Technologies LLC.assumes no responsibility nor makes a
pwformance or warranty statement for this material or products and processes containing this material in connection with this report
PRI CoraWdon,Mated&Techndog%s LLC 6408 Badgerfte Tampa,FL33610 Tel:813.62 ZM Fare 813-621-M0 e-ma0:materi&Wdn9@pdcmLwm WebSita:Mlp A wvepAcmtcan
Florida Building'Code.Online Page 1 of 2
tn0 in I use Reoi-tbn HaTupia i":simmrt smi am• sameF&t3 PublOunm w staff"Bas 9a waP lhil6 ward: .
d � P.°9 ProductApproval
. .. . . ger
b pit re. .
a�oeuci aoniwai menu>yra0-x oa aooraauorLsea,di>aonfiaeon ust>Mooalloe Ilema .
FL20743-R1
Affirmation .
. . . . . . .. App(cation Type ..
Cade Version . . . " : .2017 -
. . Application Status Approved .
. . Comments
Archived
Q
- - Product Manufacturer "TAFCO Corporation - -
. . . .AddressJPhone/Emafl 1953 N:'17th Ave
Melrose Park,IL 60166
. . . . . . _
mike@tafco.cam .
Authorized Signature Lucas
.Tumer "
Lukedturnermcom
. Technical Representative' . . : . . -
Address/Phone/Email "
Quality,Assurance Representative . . . . -
Address/Phone/Ema1
Category Windows. . . . . . . . . . .
. . . Subcategory Horizontal Slider - . .. .
Compilance Method Cvaluatlon Repoft.froin a Florlda.Registered Architect or a -
. . . . .. Licensed Florida Professional Engineer, .. . . . .
Evaluation Report-HardcapY.Reeeived
. . . . -Florida.Engineer or Architect Name who developed the Lucas A.Turner . . .
. Evaluation Report
. . . Florida License. . .PE758201 .
-" - - Quality Assurance Entity' .
Quality Assurance Contract Expiration Date 06/17/2026
Validated By = :. Scott Wolters,PE . . .. . . -
i i Validation Cheddist-Hardcppy Received
Certiflcate oflndependence Ft20743'R1 COI EValReportFPA-82000 odf
Referenced Standard and Year(of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/A440 2011 "
Equivalence of Product Standards -
. Certified By .. ..
. . . Sections from the Code . . . . .. .
ZI of irm that there are no changes in the new Florida
Building Cade which affect my products)and my.product(s).
are in cornpliarice with the new Florida Building Code. "
Doaimentation from approved Evaluation or Validation Entity byes,(-)No G,'N/A -
" - Fl�0743 RI COC 6thEdFBC-FL20743 odf -
. . . . Product Approval Method Method 1 Option D . . .
Date Submitted 01/03/N18 .. .
- Date Validated •O1/03/2018 - .
. Date Pending FBC Approval . . - . . . . . - .
Date Approved 91/06/2018 -
. . SummarV of Produets " . .
. " . FL S Model,Number or fvame : Description -
. " - •20743.1 Series 82000 PVC Hortmntal Sliding Window
Limits of Use . . . _l:nsfallatlon Insbudiona
Approved for use in HVHZ:No FL20743 Rf iI FPA=82000.odf ..
' Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner PE 58201 "
ImpaeE Resistant:No Created by Independent Third Party.,Yes - . . .
.. . . . .Design Pressure:WA Evaluation Reports
Other.Please see Installation drawing and evaluation FL20743 Rl AE IReoortFPA-82000 odf -
" report for additional details and limits of use. Created by Independent Third Party*Yes
httpS://wwwfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvFGlWOugH�/... W12.0.1.8
a'
Florida Building Code.Online Page.2.of 2 '
NQ
. - - Conte&J)q::Nol.Bel Stm Road TallahaNw FL 32399 M"P.B_wa7-1824
. The State of RMOa Is an WEED eraplOW.r,�Bht 2007-2013_�of Fbriaa.::�pL ::AoxSSrbffdY.Slat4 ::Refund StatameM' .
. - Under Rolla lair,erru4 address6 are pub records.If you do not wall Your anaa address mlPaad In 1e50onsa to a publk-remrds reRunt,do not sell. .
. elecbon1.m.a to Di5 entity.Instead.mMaa Me oflke by prone or by tradUnal na0.❑you have airy RueWnaS,please cmbod 850.487.1395.•Powant 10
. Section 455.275(1),Fiorida Statutes,effective 021bv 1,2022,BRMM Uc"Wider C apter 455,F5.rtabt provide the Deparonmt wM an email address If .. .
they have oM.The_Us p.MW nay be used for oRldW mqunu 1.fta oft lip .However e-11 addresses me pubk rec If you do rrotwish to. .
supply a personal addmM pease pmvW the Dep neaw d with an small address whkh can be mede available to the publk.To determine if you"a licensee under .
Mpter455,F.S.:pease"dWcbW.. - .. .
. - ProduC ApfaaralAWepts •. .
Credit Card
Safe
https-//www.floii&btffl(Ung.org/pr/pr app dfl,aVxVaram=w('EVXQwMgvFGIWOugHV... 3M2018
TAME OF CONWTIS
SHEET OMCRPTIGN
SERIES 82000 HORIZONTAL SLIDING WINDOW NON-IMPACT - z-== "°m
3.........ANDNORAGE DETAILS.NOTES
_ PART DRAWINGS
04.
O- 0C
o.
. 63" MAX. OVERALL WIDTH o J r,
. 27 11/16" MAX. 28 5/16"'Max... O.�a•n
SASH D.LO:WIDTH FIXED D.L.O. WIDTH. 0'Q¢.
4'-MAX:FROM 14` � .Z CL - -
CORNER,TYP. . .MAX. O.C.. a O 17 Ail'V ILL.
F .'
TABLE 1.'DESIGN PRESSURE RATINGS. -
2
GLASS DESIGN PRESSURELIRE IMPACT RATING - - - INSTALLATION
FASTENER LOCATION,' .
t/8"-tf8"LG. �• O 'TYP.,SEE SHEET 3
+30f-30 PSF -NONE _
ANNEALED MINIMUM ry- x _ •.
3 4 p. 5. --1
5/32-ANNEALED d 2 2 ! 2 ?r
MINIMUM }20/=20 PSF _ NONE' . x . . . . z O'
XONO
ry
x o 0
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h J Q Lij
2 " Lucas A:TumeF Z U)V�
2 201"&17
11:16-04:00
��,%00O Ehl•pATL+r4r cwlwx en
W
SILL ANCHOR rr•'\ $"'•..Q r LAT
SPACING SAME- C7 �' F v,
EXTERIOR ELEVATION AS HEAD No SB201 •;93:
6/15/16
13 STATE OF• w�4 NTS
A' P v�
RLIMM
11..ETH SRPRO UCT,EFABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON—IMPACT RESISTANT AND REOUIRES THE USE,OF IMPACT PROTECTIVE DEVICES.(SHUTTERS)IN.WINDBORNE DEBRIS REGIONS,, ���r�IQp..... �� '
2.THIS PRODUCT HAS BEEN.TESTED TO MAMA/WOMp/CSA 101/I.S.2/A440—O8/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING,CODE,5TH EDITION(2014),NO INCLUDING THE HIGH VELOCTIY nfl�aoM:
HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED.AS INDICATED IN INTERTEK/ATT REPORTS 1`5086.01-109-44—RO AND F9844.01=109-44—RO;.FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.• _
3.ALLOWABLE CONFIGURATIONS. XO(OPERABLE/FIXED)OR OX(FD(ED/OPERABLE)
4.THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1,THIS SHEET.ARE AS LIMITED BY ASTM E-1300 04 GLASS TABLES.AND TESTED WATER AND STRUCTURAL PRESSURES: OTHER GLASS.'ANNEALED OR
TEMPERED OF�GREATER OR'EQUAL THICKNESS TO THOSE NOTED IN TABLE 1,WHICH MEETS'ASTM,E-1300 REQUIREMENTS FOR EACH PROJECT,MAY BE USED.
5.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT—TERM INCREASE FACTOR)HAS.NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS;SYSTEM. THE 1.6-Cd-FACTOR'WAS USED IN THE ANALYSIS OF- 6/17/2016 FPA-82000
ANCHORAGE INTO WOOD SUBSTRATE.' LUCAS A. TURNER, P.E.- ,btizui
6..INSTALLAMON'OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED.BY OTHERS.OR AS APPROVED.BY TR£AUTHORITY HAVING JURISDICTION(AH.J.).. BUCKinG;OPENINGS,&BUCKING FASTENERS MUST FL PE # 56201
BE'PROPERLY.DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE-WITH THE FBC TO TRANSFER+SUPERIMPOSED LOADS TO THE STRUCTURE. 'ADEQUACY OF THE STRUCTURE TO RECEIVE'THESE LOADS'SHALL BE - � 'NOTES,• . . . .
VERIFIED BY THE CONTRACTOR OR A.H.J. ' TURNERONSULnNG, I NG'& ELEVATION
7. DISSIMILAR MATERIALS]HAT COME-INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER,20 TO PREVENT GALVANIC REACTIONS. -WOOD 6UCKS,IF USED,SHALL BE PRESSURE' CONSULTING, ANC:
TREATED,WITH.EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT: ALL ANCHORS USED SHALL BE OF A MATERIAL OR.HAVE A.COATING COMPATIBLE WITH THE PRESSURE TREATED.WOOD BUCKS (COA # 29779).
AND ALL OTHER WINDOW MATERIALS. 1239 JASARA AVE -
8.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE"WITH THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA—REGISTERED PROFESSIONAL ENGINEER ON A SRE-SPECIFIC BASIS., SHEET
9.SEALING ANO-FLASHING STRATEGIES FOR OVERALL WATER'INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE.RESPONSIBILITY OF-OTHERS AND,IS NOT ADDRESSED BY THS DOCUMENT, NORTH'PORT, FL.34288 'I, Of -0•.
PH. 941-380-1574
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1 2 3 4 1 Cy. p
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TYP: 1.G. .
GLAZING aIR GAP
1/81 ANN. . . 1'/S" ANN.- z O 0.
DETAILK GLASS MIN. GLASS-MIN. r0 3 4 . p
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5f32" ANN. no 2dt
GLASS MIN. o *t. *. * 6/15/16
SILICONE \W �� STATE OF 3�w NTS.
7
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TYPICAL-VERTICAL SECTION:' 'rrrmm�n��
2
Z mum�.
6%17/2016 FPA-82000
LUCAS:A. TURNER. P.E. srcer oaawmx
FL PE- 58201 SECTION -
TYPICAL SINGLE GLAZING DETAIL TURNER ENGINEERING"&__. DETAILS:
CONSULTING; INC:
(COA"# 29779)
1239 JABARA AVE. SHEET
NORTH'PORT, FL.34288 2--of 4
PH. 941=386-1574 "
2"
to
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SPRUC/PINE/FIR MIN, CL 0 =Z q
co
1-1j2" MIN. WOOD"SUBSTRATE CL ZI 00
EMBED. BY,OTHERS re hti�
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SHEATHING D Z.a00
AND WRAP
BY OTHERS 0-M W's
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SEALANT BEHIND �' I �'
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FULL PERIMETER
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4C�,.No 58201 .1 . a 6/15/16
TYPICAL INSTALLATION HEAD, SILL, AND JAMB
i9t STATE OF .w NTS
GENERAL ANCHOR NOTES; "E'°",
1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN
IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER. uiun►q/
2. INSTALL SHIMS AT EACH ANCHOR,LOCATION WHERE A GAP OF 1/16' 6/17/2016 � FPA-82DD0
OR GREATER EXISTS'BETWEEN PRODUCT FRAME AND SUBSTRATE. LUCAS A. TURNER PE.
3.SHIMS.SHALL'BE,LOAD- ,BEARING(PLASTIC OR METALLIC)AND Sim'pcsa�nox
CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE FL PE # 58201 .(NSTALLATlON.
4; SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE - TURNER ENGINEERING'& DETAILS
BEYOND.SHEATHING, WALL FINISH OR STUCCO, CONSULTING; INC;
5, THE INSTALLATION OETAIL.SHOWN IS ALSO APPLICABLE.FOR (COA'# 29779).
INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, 1239 JABARA AVE.WITH ATTACHMENT OF 2X TO SHEET
CONCRETE/MASONRY BY-OTHERS. NORTH-PORT, FL-34288
PH. 941-380-1574 ,SHE 4
82000"SERIES WINDOW BILL OF MATERIALS
ITEM NO. DWG.NO., NAME, •MATERIAL DESCRIP,' �. o
1 HMST82-01 MAIN FRAME PVC EXTRUSION
2 HMST82-03 SASH.- . PVC EXTRUSION —
O
3 HMST82-05 LOCKED SASH PVC, EXTRUSION
4 HMST82-06 INTERLOCK PVC, EXTRUSION ft: =o 00
5 HMST82-07 TRACK PVC EXTRUSION 00 ^J I
00
8 HMST130-10B IG GLASS BEAD PV.C. EXTRUSION'
7 HMST130-10A SINGLE GLASS BEAD PVC EXTRUSION p P z
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[34.20]' `�J�.*' No 58201 '.�� ogre:
" 1004" 6f15j16
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INTERLOCK TRACK LU A. RNER, E. ���DN
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4 5. MST1 — 0 Q. HM FL PEf of
Q HNiST$2-06 HMS'T$2-07. H 30 1 B" 7 ST130-.10A TURNE "ENGINEERING &. BOW PART
CONSULTING, INC: DWGS, CORNER
(COA'# 29779)
1239 JABARA AVE, SHEET
NORTH PORT, FL.34288 4 of 4 '
PH. 941-380-1574
Florida Building Cade Online Page 1 of 2.
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Product Aoororal Menu>Produd;,Or Appliralion SeUdh>A r i piication D fi
Application Type Revision'
'Code'Version: 2
Application Status Approved
Comments
Archived
-Product Manufacturer Owens Corning
Address/Phone/Email One Oweris Corning Parkway
Toledo,OH 43659 . .
(740)404-7829 .
greg.keeler@owenscdrning:com
Authorized Signature Greg Keeler
greg.keeter@owenscorning.com
Technical Representative Mel Sancrant
Address/PhoneJEmaii 1:Owens Corning PKNlY
Toledo,OH 43659
(419)'376-8360
mei.sa ncra nt@owenscornig,com
Quality Assurance Representative
Address/PhonelEma(I
:Category Roofing
Subcategory, Asphalt Shingles
Compliance Method Evalu n'Report from a Florida Registered Architect or a Licensed .
Florida Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert 3.M.Nieminen
the Evaluation Report ..
Florida License'. PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated,By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1.0674 R13.C01 2017 01 COI Nieminen.ndf .
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified BY
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
riVticta IDullulilg LUue Vntlne. raga.L UI L
L Installation Instructions
Approved for use to HVHZ:.No FL10674 R13-II-2017 10 FINAL ER QC"ASPHALT
Approved for use outside MVHZ-,Yes SHINGLES FL10674-R13•ndf '
ImpactResistant"N/A Verified'By:Robert J.M.Nieminen PE-59166
Design Pressure:N/A . . . Created by Independent Third Party:Yes
other:Refer.to ER_,Section S. Evaluation Reports .
FL10674 R13.AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.Ddf
Created by Independent Third Party:Yes "
. . Sadr Next . .
• - Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1$24 '
The State of Florida is an'AvEto employer.Coovriah[2Ut17-2013 S13te of nodda.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records,If you do not want your e•mall address released in respbrise'to a public-records request,do not send' _
electronic mail to this entity.-Instead,contact the office by phone or by traditional ma•i.If you have any questions,please cbntact 850.487.1395."Pursuant to
• Section 455.275(t),Florida Statutes;effertive October,];'2022,licensees ficartsed 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.If you On 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.,pease click.here,.
Product Approval Acceptai
Credit Card
Safe
EXTERIOR.RESEARCH,&DESIGN,LLC.
f' Certificate of.Authorizotion 0503
353'CHRISTIAN STREET,UNIT.#13
TRIi VI 1 ! ".1 ER® OXFORD,CT 06478.'
(203)262-9245
EVALUATION REPORT
Owens-Corning. Evaluation Report 037940.02.12-118
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
SCOPE:
This Evaluation-Report is issued under'Rule 61620'-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-Niemi,nen, .
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.6th 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'agr.eement to notify,Robert Nieminen, P.E..if the
product changes or the.referenced Quality Assurance.documeniation changes. Trinity IERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle..
ADVERT ISEMENT:"The Evaluation Report number"preceded by the words "Trinity1ERD 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; _ ,,`•1'�C�si`fn�",
4Q r•'fig;:%.,,
Robert J.M.Nieminen,P.E: t�$!� a� '` The
facsimile
a simile i 0o.10/earing was authorized
not serve Robert
Florida Registrntiori No.59166,Florida DG4 ANE1983
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
I. Trinity l ERD.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 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.
5. This is a building code evaluation. Neither Trinityl ERD 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.
RI�J 1Y,ERD
ROOFING SYSTEMS EVALUATION:
1. SCOW
•Product Category: . Roofing,
Sub-Category, Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning,have.demonstrated'
compliance with the following sections of the 60` 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 PropertV Standard ' Year
1507:2.5,ft905.2.4 Physical Properties ASTM D3462 2010
1507.2:7:1,R905.2.6.1 Wind Resistance. ASTM D3161 2016
1567.2:7:1,.R905.2.6.1 " . Wind Resistance ASTM D715i3. 2011
3. REFERENCES:.
En- tits Examination Reference - Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/1S/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 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 02/0112014
UL LLC(TST9628) Wind Resistance 4786126532. 02/10/2014.
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs. Various
UL LLC (QUA9625)' Quality Control Service_Confirmation, Exp.05/16/2020
4: PRODUCT DESCRIPTION:
4.1 Asphalt Shinales:
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. Devonshirel are fiberglass reinforced,.5-tab asphalt Loaf shingles.
4.1.4 Duration, TruDefinitioe Duration, Duration Premium Cool, .TruDefinitioe Duration Designer Color
Collection, TrUDefinition`Oakridge", Oakridge and WeatherGuard! HP are fiberglass reinforced, laminated .
asphalt roof shingles.
4.2 Hip&Ridge.Shinkles,
4.2.2 .Berkshire Hip.,& Ridge Shingles,High Ridge,WeatherGuard*WHip & Ridge Shingles, ProEdge Hip&Ridge
Shingles and DuraRidge' Hip&Ridge Shingles are fiberglass reinforced,hip and,ridge asphalt roof shingles.
43 Accessory Starter Strips:.
4.3.1 Starter Strip Shingle,Starter Strip Plus and StarterShingle'Roll are starter strips for asphalt roof shingles. ,
5: Limrr=oN5:
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.thai 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.
Exterior.Research and Design,LLC. Evaluation Report 031940.0Z.12-118 "
CerWcateOlAathorkatfun09503 6'"EDITION(2017)'FBCNON-HVHZEVALUAn N FL10674413
Owens,Coming Asphalt Roof Shingles Revision S:10109/2017
Page'2 of 8
TRJNJ FAD'
¢_4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles.noted herein are Classified.in accordance with FBC Tables 1507.2:7.1'"
and R905.2.6:1 to ASTM D3161,Class F and/or ASTM D7158,Class H, indicating the shingle's are acceptable .
'for use in all.wind zones up to Va,d = 150 mph (V„tt,= 194'mph), Refer to Section 6 for installation.
requirements to meet this.wind rating.
5.4.2 . .All Owens Corning flip & 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 Va,d=150 mph(Volt=194 mph). Refer to Section 6•for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM 071,58.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:canditions
outside these iimitati.ons.'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 61G203.
C. INSTALLATIC)N:
6;1• Underlavment:'
6.1-1 Underlayment shall be acceptable"to Owens• Coming, and shall -hold .current Florida Statewide Product.
Approval,or be Locally Approved per-Rule 61G20-3,pet FBC 1507.23,1507.2.4 or R905.23:
6.2 Asphalt Shingles
6.2.1 Installation of asphaltshingles"shall comply with the Owens-Corning current published instructions, using
minimum four (4) nails per shingle-in accordance with FBC 1507.2.7 or "11905.2.6. 'With the following .
exceptions:
➢ Berkshire shingles require minimum five(5)-nails per shingle.
➢ WeatherGuard*W shingles require minimum,six(6)nails.per shingle. . .
D Devonshire'n"shingles require minimum six(6)nails.per shingle. .
A StarterStrip-Shingle"and Starter Strip Pius 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.
1507.2.E 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:
Feitunderlayment Deck Fehunderhymem � Sditdhered
i, - WeaduffLocktl' .
` _ Seta-adhered uridedaymort
WeathecLockr'
underlayment C
r Drip ed&
Orip_ Drip edge Drip=- r
edge �9a
'Nails iotated' Naas tacita:
2'=3"from save -2'3'fmmsm
Install first Self-sM* adhesive SdteeaGnsadhaaiva
SiatierStitrpp - lnsta�raststarterStripP6n - • -
shingie t vat rnmo
-Positioned a,.fig 'h S" red -' posi8oined atong eaw
S"removed -" \\
Starter Strip shingle overhangs eaves and rakes.%"-.4" SYerterSWp Phn oved"O'seaves and rakes 1/4-V47
Exterior ReseamWand Design,LLC" Evaluation Report'037940.07-12-R8'
Cew leate ofAothorizotron#9503 - f'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017.
Page j
of 8
QfRIN'lT ERD .
6.2.6 Minimum Nailing—Classic°&Supreme: .
Nortnal Mansard or, ' Area pare 117
Mansard or. Area pare
Wind Areas Higls Wind' . ifeavenea y Hlyh Wind "domrtes y
Area pare pientoa normaies Areas, viontos fuarres osnori»eles Arms Worms/uarws
r IAI . �- s•. Z•. (g. . t. ! 2.di'Exposure . : qExposici6ndn
6.2.7- . Minimum.Nailing=Berkshire%:
8"am strip Sealant strip
/.La Itry do seUadar. . . /La't ra de se&dor.
�t <
BVf Vt. aVf SYf } "BVi" B!'t• B.Vf S1Y'"."�
r
Standard Fastening Pattern . . 6-Nail.Fastening Pattern
Sealamstrip
. .La ura de-J➢filar - -
r 8 I 8 Vt°. 8 Vf 9 W
21 . . . .
Asphalt roormgcement
Cwwalo de rechode asWo . -
Mansard"or SEeep Slope Fastening Pattern
Exterior Research and Design;LLC Evaluation Report 037990.02.12-R8"
Cerd lroteoJAuthoriratlon#9503 6'H EDITION(2017)FBC NON-RVH2•EVALUATION FL10674R13
Owens Coming Asphalt Roof Shingles Revision"8:19/09/2017
Page 4 of 8
`e-
I VF
. TRINITY-- ERD
6.2.8 Minimum Wiling-De'vonshire'"': .
V" to-7,r i$tt t• 8" t 8" I 7" --9"
paws
. . Nails
M/0'exposure. Sealant location. '>
faryosiportde5 5/gputg Ubleadbn del sellador
Ten 1"Spots of Asphalt Root Cement .
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2-9 Minimum Nailing,— Duration®, TruDeflnition® Duration, Duration°' Premium .Cool &.TruDelinition
Duration Designer Color Collection:
4-Nall Fastening Pattern 6-Man Fastening Patlift.
SuriWlFAfubn4le aru wwtettwi. smNadef=er"area w4l
Nan.lvp=i Nal4ly�f, . .
-
Flit'33A• _
Standard Fastening Pattern 6-Nail,Fastening Pattern
. . - Fastontng(or Stopes Greater Than 21:12
• SureNIpJfdteMne uea rlmh '
c-1nEn--
r . .
. . . Four 1•syota otasWun aaoMt r;nt .
Mansard or Steep Slope Fastening Pattern
Exterior'Research and Design,LLCr Evaluation Report O37940.02.12-RB
ferN}kate ofAuftrorizat7on X9303 . e"E['MON(20171 FBC NON-HVH2 EVALuA-nQN FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 9:10/09/2017 .
Page 5 of 8
�J TR lNITY j ERD
6.2.1 . : Minimum Nailing TruDeflnition Oakridge®,OakridgeO:
4 Nail Pattern 6 Nail Pattani '
Esquema von 4 cfavos EKuema.you 6 cfavos. '
12`
fi•WTPposure' Nails . . ... 6676"Exposure. Naib 66f8"Exposuro'.
&posfddndo6Glepid9•' cfavos Fspnsiddnde56/epufg. 66jrWB 'sure C/avos
steion da bbJBpu(g.
•• f3tpasfcfonde5918putg. Expo.
Standard Fastening:Pattern: 6-Nail Fastening Pattern_:. .
Fawning for Slopes Greater Than 21:12
. - ewoNaaN6sLnugmtoaian
.. �,. . it .r �.
'•�«»
. . titre`S.S+e• ..,i,"- - -_ .
rW.r a"of Mom RtlOWV e011llll= .
Mansard or Steep Slope Fastening Pattern-
6.2.1. Minimum Nailing—Weal:herGuard®HP:
t Sltsgt!61d!1Alw
�? E'+stwrr'it�s lHi lis
. Qarr�btaiis�dal;aei61 .
Exterior Research.and Design,LLC Evaluation Report 037940.02.12-R8
CertWca a ofAutharizatfos Jt$S03 6T"EDITION(2017i FBC NON-HVHZ EVALUATION FL10674-R13
Owens.Coming Asphalt.Roof Shingles. . Revision'8:20/09/2017
Page 6'of 8
-4-TRINITYIER0.
663 .Hip&Rirlee Shingles
6.3.1 :Installation of Berkshire Hip and Ridge Shingles; High Ridge, Weatherfuard.HIP 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 DuraRidgeTMl 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
1507.2.6 or R905.2.5. Staples•are not permitted.
6.3.3 Minimum Nailing—BerkshireO Hip&Ridge and•High Ridge:
Fig.1. • . 4y -._.' I Fig.2
f -- -
IQ MCI! SldaVl�w
Netsifztis
aY
4'• '1 1 i 1- r TOPLbIill a1w
ice. t l d' P,
ir
GiSW� S
6.3.4 Minimum Nailing--WeatherGuard®HP:Hip and Ridge:
Fig.C Hip&Ridge-Shingle Fastening
Fig.A
Ptcaan4,g'XbM Szyh -. Tap Vbw,*
Claris'' �•� �:__..---1
i t
V.
r�.-� . .A�\.. i t i i i �•+
(---- y
t SUNN�
Exterior Research and Design,LLC. Evaluation Report 03A40.0Z1.1Z-R8
Cel'tffic ft 4A.Morlrotion#9503 _ .6`n EDITION(2017)FSC NON-HVHZ EVALUATION . , , . FL10674-913'-
Owens Coming Asphalt Roof Shingles Revision 9-10/09/2017
Page 7 46
RINITY I ERA
6.3.5 Minimum Nailing ProEdge Hip&Ridge Shingles:
Prevailing Standard
Fastening
Wind Direction
Sealant Strip Pattern, '�
s"Exposure -�f 1°"! ; +
a 12° Sealant.
Fasten 71h'
6"Exposure.
Cover Exposed
Fasteners wit
Roof Cement
h ,
6.3.6 Minimum'Nailing-DuraRidge""Nip&Ridge Shingles:
Note:The drawings pertain to minimum,as-tested attachment requirements. Refer to Owens'Ca�ning
published installation instructions for their minimum requirements.
Mwjng WM Dimoon. Top View
DIrGala dOfTi..COd'j%WC ViVU604 ar
.. . Direcdixi del Aenoa prod"W ato ( -
1 7 r�
- -- -
. . ., n�iF:_._.,—.._• �:�>>I t tirrtas Corning SaraNatr. s ,
f, + _7N
_ .'_._.fit-• 7 i S�YL
P �If li
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 iS07.2.7.1/R905.2.6.1.
.8. .BUILDING-PERMIT REQUiREMENTS:
As required by the Building-Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
eequirernents.
10. QUALITY ASSURANCE ENTITY:
UL LLC-QUA9625;(631)-546-2458;Kanchi.Agrawala-Dokan.ia@uLcom
-. END OF EVALUATION REPORT-
Exterior Research and Design,LLC Evaluation Report 037940.02.12-R8
Certificate of Authorirallob N9503. 6�".EDITION(2017)FBC{VON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8;10/09/2017.
Page 8 of 8
Florida Building:Code Online Page'I of 3
!l1:..7
. . . acts Hone -togto User Reglstrat(an NatTopies submit Surcharge Slats&Facts Pubkications .contact Us. eC18 Site Hap Links' •Search. .
^n ifProduct Approval
•+ .� i_;j USER:Public user
V .. _ . .
prc__�h•r� ,K�3L:'i i t._,u>QfCT¢I r or Atnti titian S�ee=h> .. :c i; n_as;>AppUCabon UtffiU . . . . . . . . . .
FL# - G,fl:Z2202r,A3
Application Type Revision
Code Version. 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and,ratified by
the POC and/or the Commission if necessary..
Comments public comment:Door frame jamb and header size,joint is not clear.How
the flame ts'attached to substrate is not elear.11/08/18
Archived
Product Manufacturer Tuff Shed,Inc.
-Address/Phone/Email 1777 South Harrison Street'
Suite 600
Denver,CO 80210
(103)474-5524
licenses@tuffshed.com '
Authorized Signature Tom Saurey
-icenses@tuffshed.com
Technical Representative Patrick Kessler
Address/Phone/Email 1777-S Harrison Street
Denver,Cp 80210. . .
(303)753-8833 Ext 561T
pkessler@tuffshed.com
Quality Assurance Representative
Address/PhoneJEmaib
Category Exterior Doors
Subcategory Suringing:Extedor Door.Assemblies
Compliance Method. Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By window and Door Manufacturers Association
Referenced Standard and year(of Standard) Standard year
ASTM E330 2014-
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A -
Date Submitted 09/20/2018
gate Validated 09/24/2018
https://w-*w.floridabuilding.org/pr/pr_app_4tl.aspx?param wGE VXQwtDquYPM Va8bq.... 11/1612018 :
Florida Building Code-Online- Page 2 of 3
Date Pending FBC Approval '
Date Approved' '.' i0/0V20i8-
Summary of Products
Fin a Model'Number'or Name Description'
"
222Q2.1 Side-hinged Wood Shed Door Side-hinged Wood Shed,Door(Outswing-Double Door)
(Outswing=.Double Door) Maximum Sae 80.25'wide by 84'high
Limits of Use Certrflcation.Agency Certificate.'
Approved for use in HVHZ:Yes FL22202 R3 C'TaC.TUFF456CQ y. f
Approved for use outside HVHZ:Yes quality Assurance Contract Expiration Date
Impact Resistant:N/A 06l14J2428.
Design Pressure:+42/42 Installation Instructions
Other:Structural only FL22 02 R3 fI'AP- L-P F, Qt�Douhie Dnorl.nef.
Verified By:Window and Door Manufacturers Association
Created by Independent Third Patty:' ,
Evaluation Reports
Created by Independent Third Party:,
22 02 2 Side-hin Wood Shed Door Side-hinged Wood Shed Door Dutswint;-Double Door)
Pe • ,. 0ed
{Outswing Double Door)HVHZ' HVHZ Maxtmum:Size 80.25"wide by'84'high
Limits of Use. Certification Agency Certificate
Approved for use In HVHZ:Yes FL22202 R3 C. C AS 7t1FFa56CCL:Ddf
Approved,for use outside#iVHZc Yes Quality Assurance Contract Expiration Date
Impact Resistant N/A 06/14J2028. '
Design Pressure:+54/-54 Installation Instructions
Other:Structural only . ' FI?22U2 Ra 1T AP-FL-PG�N-)=iDouble Dn7r-.n1/FiZl,;;dr
Verified By:Window and Door Manufacturers Association
Created by Independent Third Party: ,
Evaivation'Reports
Created by Independent Third Par[yc,
t 02 / Side-hinged Wood Shed Door Side-hinged Wood Shed Door(Clutswing-Single Door)
(putswing Singie.Door) Maximum Size 56"wide by 83.75"high
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes , Fi?Z 0? F.z' C t:liC i'tlfF�55CL,scli
Approved for use outside HVHZ:Yes ' Quatitir Assurance Contract Expiration Date
Impart Resistant:N/A 06/14/2028
Design Pressure:+42/42 Installation Instructions
Other:Structural onlyFL22202 P.3 iI P-FL-PG[r:-
7.'5ingte{7a: �lft
Verified By:Window and'Door'Manufacturers Association
Created by'Independent Third.Party.
Evaluation Reports
Created by Independent Third Party:
22202.4 $ide hinged Woad Shed Door Side-hinged Wood Shed Door(Outswing-Single Door)HVHZ
(Outswing Single Door)HVHZ Maximum Size 56"wide by 83.75"high
Limits of Use Certification Agency Certificate'
Approved for use in HVHZ:Yes' F 2�?02 R;.; CAC.'fUF45f f�C Reif
Approved,for use outside HVHZ Yes Qualty Assurance Contract Expiration Date
Impact Resistant:td/A 06/14/2028 -
Design Pressure:+54/-54 Installation Imstructions
Other:Structural only. 2 7 R'3 iI AP-FL-PSaEN--) (Sin Ic e raoTr•ldNF17.1.,7of .
- Verified By:Window and Door Manufacturers Association
Created by independent Third Partyi
Evaluation Reports
Created by independent Thirst Party:
Comarr Us::2601 Blair Stone Road,Tallahassee FL 32399 Pheae:650.4874824
The State of Florida is an AAMW- employer.Goov, ht 2007-20t3 ate o1 flndtla.::Privacy SxatemE•m:: pilling Statement;:RM+End Statemt n ,
Under Florida law,emaa addresses all public records,tryou do not want your e-maii address released In response to a public-retards request,do not send exctrunic
mail to fhs entity,Instead,mmact the office by phone or by traditional maiL If you have arty gtestlnns,please contact 850.487.139S.*Pumuam to Section 455.275 -
-(1),Florida Statutes,.effective October'!;2012,licensees licensed under Chapter 455,F.S.must provide the Deparbwent with an email adoaess•if they have one.The
emails provided may be used Far official communication with the licensed.However email addresses are public record,If you dd not wish to supply a personal adbess, .
'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,FS.,please '
- tick ftm.. ..
Product Approval Accepts: -
i
Credit Gard
•Sc'?ft3 :
I.
hops:!/www:floridabuiliiing.orglpr/pr`app dtl.aspic?param--wGEVX,QwtDgnYPIHVaSbq..: 11/16/20.18
ASSEMBLY INSTRUCTIONS:, ,!r PARTS LIST
ITEM PART NUMBER DESCRIPTION VENDOR
NOT);;.INSTRUCTION#1 THROUGH#4 ARE TO BE °^ '' 1 7/18'APA ENGINEERED WOOD SHEATHING 'APAAPPROVEU'
PERFORMED IN FACTORY..INSTRUCTION#51S TO BE -2 ISTEEL DOOR FRAME;1-1/2'STEEL DOOR FRAME QUAIL RUN
PERFORMED ON JOB SnE SEE pETAII A' 3 #$x 1 1/2"WOOD SCREW SOUTHERN CARLSON
FOR INSIDE VIEW r 4 - — 31$'SMARFSIDE ENGINEERED WOOD SIDING LOUISIFtNA PACIFIC -
1. ATTACH:ITEM'l(7/16'ENGINEERED WOOD SHEATHING), OF ASSEMBLY _
TO ITEM 2(STEEL DOOR FRAME•1-1/2"CHANNEL)WITH �" 'f 5 DOOR TRIM LOUISIANA PACIFIC
ITEM 3(#8 x 140 SCREWS)@8"O.C.AND(2)SCREWS `3 4 ypi 8 NAIL SOUTHERN CARLSON
AT EACH'END OF EVERY STEEL CHANNEL AS SHOWN ° I r,/ �T, 590209. TUFF SHED`L'HANDLE ASSEMBLY SIERRA PACIFIC.
IN DETAIL'S'. J` #8 x 2-114"SQUARE DRIVE WOOD SCREW GMS
2 ATTACH ITEM 4(3/8'SMARTSIpEt7CTERIOR > 9 HTH6099 TUFF SHED HINGE SIERRA PACIFIC
ENGINEERED.WOOD SHEATHING)TO ITEM 2(STEEL `
DOOR FRAME-1-1/2°CHANNEL)WITH ITEM 3(#8 x 1.112
SCREWS)@ 6'O.C.AND(2)SCREWS AT EACH END OF
EVERY STEEL CHANNEL AS SHOWN IN DETAILS,
3. ATTACK ITEM 5(DOOR TRIM)TO ITEM 4(3/8°
SMARTSIDE EXTERIOR ENGINEERED WOOD
SHEATHING)WITH EXTERIOR GRADE CONSTRUCTION 8 . ' »sz
ADHESIVE AND ITEM$(NAILS)@ 6'O.C.AND(2)NAILS
AT EACH END OF EVERY TRIM PIECE AS SHOWN. `j _ N "r ^'— --DOOR HANDLE AND STRIKE
PTAtEAT�A�FItNEE i
4. ATTACH ITEM 16(HINGES)TO DOOR ASSEMBLY WITH
�,�
SIERI�PACIFICPARTN390209
ITEM 8(#$X 2-1141 SQ DRIVE WOOD SCREWS)AT ti� •✓
LOCATIONS SHOWN ON SHEET 4.(3)SCREWS PER a. INSTALL DOOR HANDLE USING#8 x 2.1/4'
•. 1." ^;r.•. SQUARE DRIVE WOOD SCREWS.ATTACH -
HINGE SINGLE DOOR ASSEMBLY STRIKE PLATE WITH )#8 x2"SQUARE
' 0 OP EW DRIVE WOOD SCREWS,SCREWS TO BE
S.' INSTALL OUTSIDE HANDLE(COMPONENT OF ITEM#7) LOCATED AS SHOWN"
2 TO�VVI
TO THE DOOR ASSEMBLY WITH(2)ITEM 8(#8 x 2.1/4 y .''
SQUARE DRIVE SCREWS). INSTALL CAS LATCH ," ,,. �.f �,'„�
(COMPONENT OF ITEM#7)TO THE DOOR ASSEMBLY I
WI H(HANDLE 14 SQQUARENT OF iSCRREWS.ADTTACH
SECURE WITH WASHER AND NYLOC ON HANDLE
SHAFT(COMPONENTS OF ITEM x7j.SEE DETAIL'A'. (9 _ i
+" DETAIL B' S1�FA�RT
EXPLQDFi S =R ASS EMFn Y ram•"B' t7i L
j w• 21 'T_ .� ((3 TUFF SHED HINGES
j _ C•: PaR DOOR.ATTACH
EACH HINGE WITH(7)
•'•may., #8 x 2.114"SQUARE
DRIVE WOOD
I SCREWS:HINGES TO
f INSIDE- / BE LOCATED AS
HANDLE CAB,LATCH, SHOWN.
NYLOC- #8 x 2.1/4"SQUARE
A _'_ I •�, ,;.� �.. WASHER
DRIVE scREws HINGE ASSEMBLY DETAIL:
V" PARTIAL INSIDE VIEW
E PARTIAL END VIEW, PARTIAL OUTSIDE VIEW DETAIL.'A` (� FHA'
Z HANDLE DETAIL TUFF SHED:°L"HANDLE.
�,�,.�•,R ASSEMBLY
°:l
Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TII}'F S'III^SD.II�It AP-FL-PGEN-02
TUFF SHED Customer Drawn BY PK OF%pHED•INC.THESE 4'(4087)DOOR ASSEMBLY
— DRA n�N' �iRE FOH A
Storage Building$,&Garages DOW 5/P4118 BUILDING TO BE SUPPLIED I IN HOUSE DRAFTING DEPARTMENT AND INSTALLATION REV.LEVEL 01
SSie Address:, - 1777 S.IiARRISDIi STREET
TUFF SHED,INC. Checlted AND BUILTS%FSHED, K.Prtff 15502.02.4W-19
ANY OTHER E iS DF.NVM,COLORADO 80210- BMW
1llkt�f�Ga6G o:e: oal�4lsa
.FORBIDDEN BY ruFP$HED w r, (303)753.TUFF
{1 { BUIlOIiip SI20:.win.rwam.ruon.nnn. Date'. d 1N6 O VeRfed 4r:_._. ....f: _
IJL� No, i =M�THllM nna pTra x SHEET.1 OF 3
Scale: NT:S. eavatm csgx�st¢nl 0emsew.m clan
PARTS LIST
ITEM PAR7NU-MBE DESCRIPTION VENDOR
40112 OPENING- 10 P47 1067TUFF SHED DOOR TUFF,SHED
I STEEL BASE QUAIL RUN
STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED
tt - 13 4 3!4'APA FLOOR DECKING I 'APAAPPRDVED"
1114
i4 ~DOOR TRIM-VERTICAL ygy!S!A A PACIFIC
15 . DOOR TRIM-HORIZONTAL LOUIS~'PACIFIC
3811116 �. t 18 STRIKE PLATE SIERRA PACIFIC
1 17 NOT USED
ER STUD 12 �19 I _ -'` q6 x 214"SQUARE DRIVE-WOOD SCREW MARKET LU79
MBERMBER
DOORw.
STRIKE f DOUBLE TOP PLATE- OPTIONAL HEIGHT
PLATE ; ;'' CONFIGURATION
jj ••:''�• I iS
39I112 361i1lie w HEADER
-DOUBLE TOP PLATE
' 1� i3
114
t9
PARTIAL FRONT VIEW 31116.- -
TNSTALLATIOM TNS-TRUCTIONS ''r a
1, ATTACHH COMPLETE DOOR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY CRIPPLES'
WITH ITEM 19INS X 2-IW SO DRIVE WOOD SCREWS)AT LOCATIONS SHOWN:(4) .
SCREWS PER HINGE.
2,- ATTACH ITEM 16(STRIKE PLATE)TO ITEM is(TRIMMER STUD)WITH(2)ITEM 19(#e
X 2.1/4'SQ DRIVE WOOD SCREWS)AT LOCATION SHOWN.. }�
HEADER I
19
.i../
PARTIAL EXPLODED. � PARTIAL ASSEMBLY / PA 2TIAL ASSEMBLY '
� OUTSLE VIEW \ l OUTSIDE v W `'?1. DE VVE Y.
Order q. Poi THESE DRAWINGS ANDTHE DRAWINOS BY: TITLE DRAWING NO.
TUFF SHED _.__-- _ --- --- DESIGN ARE THE PROPERTY TUFF SHED,TNC.
CeaIOrDB�F_ r- --` Dt9Wt18y:PK. OF.TUFF SHE,%NG-RlesE AP-FG GE"2
'-• ORAWING9 ARE FORA 4067)DOOR ASSEMBLY
St0T11 BuildingsBL,Gttrn eS Date: 5124110 BUILDING TO9eSUPPLIED TNHOUS9DRAFTTNODEPART:4[EN'1' ' 4 Y REV:LEVEL' 01 .
gc TUF SHED,INC. BUD Adiliw, - ANDOUILT 9Y tj- 6H1FD, 1777 S,HARRISONSTREET. (AND INSTALLATION L-
_ Checked By: Y4fC'CI C'1{M09R P. I4ielAi35D-0b
Y ANYGTHEgU9E1$: DENVFR COI.ORAD090210' SHEET
� Data: �,i F0R9IDDLN 9Y jUF_F eHa a,,,,,,,,, -Dxa: ssbjiatlb - (3(33}73,i••TUFF -
.Aio.++••b futldkly 5`ZaT a.—..�irnnr.r.w�+r,oaaultn __... INCbTHEENGINE OF 4ednaa M�', «'iL�� - - .
EL— r'_ rirrse.0Im AemATSALL mavmumurrrar SHEET 2 OF.
.Scale: N.T.S. REC.,-_-� accoxsOFn�sbDn+ts raAx9ne !
CCHSir1 GiNA'F dMDAb}S1iMMt
r
�.. . 112)' (11�)
(3 .
TUFF SHED HINGE �tJ �YOOR TRIM (7 STRIKE PLATE,
VENDOR:SIERRA PACIFIC VENDOR:LOUISIANA PACIFIC. VENDOR:SIERRA.PACIFIC
wu.r•ro .PART#HTH6099 aNaa r.rr awe-r.tw. - .
(29116)
` - `_� _ ._,'! _ 11 �- �•.s _ -a a+° i 'VARIES BASED ON DOOR WIDTH.
o as- -
I
: TUFF SHED"L"HANDLE STEEL DOOR CHANNEL. A 3/8'SMARTSIDE PANEL SIDING' .
`�-� VENDOR:SIERRA PACIFIC. VENDOR:QUAIL RUN VENDOR:LOUISIANA PACIFIC_
r:w PART#39D209 state r.-o - suss r•rr FL APPROVAL#0190.6 -
(3112)
- — _T " -�(31/2y
M VARIES BASED ON DOOR WIDTH••
TH6"OSB..
SPACER'
7116'APA ENGINEERED OD NFL 3 2 X LUMBER HEADER - �.3 1 TOP&BC?TfQ(l�P ES -
L J VENDOR:•"APA APPROVED" . VENDOR,TUFF SHED VENDOR:MARKET LUMBER: .
wxcr•ro vxpr.rr 'arKtr•ro MINIMUM 2X4 SPF#2 '
Order# PO# THESE DRAVA1408 AND THE DRAWINGS BY: TM E DRAWING NO. .
TUFF SHED .�..».. .. DESIGN ARE THE PROPERTY . . TT3FF CN '}�? I AP-FL•PGEN-02. .
Customer. Drawn By:PK�� OF TUF_F¢HED_�NC.THESE 'IV(4068)DOOR ASSEMBLY '
-"" DRANANDE -FfD,
Store c Buildings&Gatti. es Data: 6123,118 9UILDINa 109E SUPPLIED �. TN HOUSE DRAF WO DEPARTMENT
B . B $ Site Ad resa. AND(NSTALLATIf1N REV.LEVEL Ot
TUFFSHED;INC. Chacked8. ANDHutLTBYTUFFSH D.. sspoae, ts,Dzoisso-ia t7?7S.HARRSSGNSTREET
Y ANYOTHERu EIS, I;C�C� DF.NVER;COLORADO802I0 SHEET
_�.. _ GSIC Date: 0ltiNt6- COMPONENT DETAILS
FORBIDDEN BY TUFF AHEDn.,n
,. II Slzawot.tuvr».wa,t.onavn.a — ....... 1Nca0rHEEN0INRL•E -O#� __�r_x.ta'..�. rmo°m("3T0o3v)tx7u53e-aCuUv�FFysrttaatr°.n9 Date: nmrnaareaan�anu.assvua�
vamxuorrrcrera".
BHBDIe: NT.S. EET.3 DF 3
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Florida Building'Code-Online_ P.age.1 of 3
..
BCIS Home Log In 1,User Registration.; Hot Topi
G10nddc Submit Surcharge ! Stats&Facts i Publications i Contact Us.i•r8CIS Site Map .Uinta Search i
E»i Product Approval
0 11D r
USER:Public User
ProAuci Ayrnoval taenu>Product or Annlicatbn Search> fica[Wn L plieatlon D '
x•^$ 'r ''. FL#. FL9190 R6
Application Type
Code.Version 2017
Application Status Approved
Comments
Archived . . _
Product Manufacturer LP Building Products
Address/Phone/Email, ' 414 Union Street-Bank of America Plaza '
Suite 2000
Nashville,TN 37219
(352)425-7457
Lw.macomber@ipcorp.com
Authorized Signature CW Macomber
cw.inacomber@lpcorp.com.
'Technical Representative. CW Macomber
Address/Phone/Email 5712 SW 40th Place
Ocalo;FL34474
(351)425'7457
cw.macomber@lpcorp.com.
Quality Assurance Representative CW Macomber
Address/Phone/Email 5712 SW 40th Place
Ocala,,FL 34474,
(352)425-7457
cw.ma ber@lpcorp:com
Category Parcel Walls
Subcategory Siding
Compliance Method eport from a Florida Registered Architect or a.Licensed
Florida Professional Engineer
0 Evaluation Report'-Hardcopy Received
.Florida Engineer or Architect Name who developed Do Kim,P.E.. .
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity APA-The Engineered Wood Association
Quality Assurance Contract Expiration Date 12/31/2022
Validated By James L.Buckner,P.E.@ CBUCK.Engineering
dV.Validation Checklist-Hardcopy Received
Certificate of Independence FL9190 R6 COI LP Certifiicate of Indeoendence.odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards .
Certified By. . Florida Licensed Professional Engineeror Architect
FI 9190 R5 Eguiv equivalency of standard form odf
Sections from the Code
1405. .
1604.3.1
1609.1
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param�wGEVXQwtDquJPW%2b4U.... 11/21/2018
Florida Building Code Online Page 2 of 3
1616.3.1 . . .
- 1626.1
2304.E
Product Approval Method Method 2 Option B -
Date Submitted OS/14/2018
Date Validated 08/22/2018
Date Pending FBC Approval 06/22/2018
Date Approved, 10/08/2018
Summary of Products
L Model,Number or Name Desa9ptlon
9190.1 LP SmartSide 38 Series Strand. Vertical siding for board-&batten applications.
Substrate Vertical Siding
of Use Installation.Instructions
Approved for.use in HVHZ:Yes FL9190 R6 II Strand Substrate Siding Fastener Tables pdf
-Approved for use outside HVHZ:Yes FL9190.R6 II TN 02B.Vertical Siding 12-22-16-Strand.pdf
Impact Resistant:No Verified By:APA-The Engineered Wood Association
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer.to Evaluation Report.Product is not impact. Evaluation Reports
resistant.In,HVHZ,must be.used,in conjunction with FL9190 R6 AE Evaluation Report of LP Siding 9190-
approved impact resistant product except for uninhabitable 2017.odf
structures such as sheds. Created by.I idependent.Third,Party:Yes
9190.2 LP SmartSide Cedar Shake Lap Architectural Collection Cedar Shake 76 Series Lap Siding
Siding
Limits of Use Installation Instructions
• Approved for use In HVHZ:Yes FL9190'R6 II Fiber Substrate Siding Fastener Tables odf
Approved for use outside HVHZ:Yes FL9190 R6 II LPZBOS07-Cedar Shakes-Lao pdf
Impact Resistant:No Verified By:APA-The Engineered Wood Association
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer to Evaluation Report.Product is not impact Evaluation Reports
resistant.'In'HVHZ,must be used in conjunction with FL9190 R6 AE Evaluation Reoort of LP Sidino 9190- '
approved impact resistant product except for uninhabitable 2 10 7.ndf.
structures such as sheds. Created,by Independent Third Party:Yes
9190:3 LP SmartSide Fiber Substrate Bold Architectural Collection Primed Bold Profile 120 Series Lap
Profile Lap Siding Siding(D5,T4,D8,T5,Q4)'
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9I9 R6 I1 Fiber Substrate Siding Fastener Tables odf
Approved for use outside HVHZ:Yes FL9190 R6 II LPZB0504-Architectural Collection-Bold
Impact Resistant:No Profile-Lap.odf
Design Pressure:N/A Verified By:APA-The Engineered Wood'Association
Other:Refer to Evaluation Report.Product is not impact Created by Independent Third Party:Yes
resistant.In HVHZ,must be used in conjunction with Evaluation Reports
approved impact resistant product except for uninhabftable FL9190 R6 AE Evaluation Report of LP Siding 9190-
structures such as sheds. -- 2017.pdf
Created by Independent Third Party:Yes
9190.4 LP smartSide Fiber Substrate Lap Foundations 76 Series Primed Lap Siding.Architectural
and Panel Siding Collection 76 Series.Primed Colonial and 120 Series Primed
Self-aligning.Lap Siding:
Limits of Use Installation Instructions
Approved.for use in HVHZ:Yes FL9190 R6 II Fiber Substrate Siding Fastener Tables pdf .
Approved for use outside HVHZ:Yes FL9190 R6 fI LPZB0510-Foundations and Architectural
Impact Resistant:No Collection-Lao.odf
Design Pressure:N/A M190 R6'If LPZ90511 Foundations and Architectural
Other Refer to Evaluation Report for Panel Siding over SIP Collection-Panel.pdf
Installation detail.Productis not impact resistant.In HVHZ, : Verified By:'APA-The Engineered Wood'Association
must be used In conjunction with approved impact resistant Created by Independent Third Party:Yes
product except for uninhabitable structures such as sheds. Evaluation Reports
FL9190 R6 AE Evaluation Renort of LP'Sidina 9190-R6-
2017FBC.adf
Created_by Independent Third Party:Yes
9190:5 LP SmartSide Perfection Shingle Fiber substrate lap.siding.
Limits"of,Use Installation Instruct uffis
Approved for use in.HVHZ:Yes FL9190 R6 II Fiber Substrate Siding Fastener Tables.odf
Approved for use outside HVHZ:Yes FL9190 R6 II LP SS Perfection Shingle 7-31-
Impact Resistant:No 17 FINAL.pdf
Design Pressure:N/A Verified By:APA-The Engineered'Wood Association
Other:Refer to Evaluation Report.Product is not impact Created by IndependentThird•Party:Yes
h4s://www.floridabuil&ng.org/pr/pr app dtl.aspx?param--WGEVXQWtDquiPW%2b4U... 11/21/2018
.Florida Building Code Online- Page 3 of 3
g r
resistant.In HVHZ;must be used In conjunction with 'Evaluation Reports
approved impact,resistant product except for uninhabitabler FL9190 R6 AE Evaluation Report of LP Siding.9190-
structures such as sheds. 2017.0 .
Created by Independent Third Party,Yes
9.190.6 LP SmaitSide Strand Substrate Lap" Precision'Series 38 and 76 Series Primed Lap Siding,
and Panel Siding. Precision 38,76;190 Series Primed Panel"Siding including.
Silvertech&Smartfinish:
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes• FL9190 R6 Jr LPZ60512--Precision Series-Panel odf
Approved for use outside HVHZ-Yes 'FL9190 R6 II LPZBO515-Precision Series LaD odf
Impact Resistant:No FL9190 R6"II Strand Substrate Siding Fastener Tables ndf
Design Pressure:N/A Verifled By:APA-The Engineered Wood Association
Other:Refer to Evaluation Report for Panel Siding over SIP Created by Independent Third Party:Yes
installation detail.Product is'not impact resistant.In HVHZ, Evaluation Reports
must be used in conjunction with approved impact resistant EL9190 R6 AE Evaluation Report of LP Siding 9190-R&
product exceptfor uninhabitable'structures such as sheds. 2017FBC:odf
Created'b
y Igde Pendent Third,Party:Yes. . ..
Bade. .Next
Contact us::2601Btair Stone Road.Talkhassee FL 32999 phone:85D-487-1824 "-
The state of Florida Is an AA/EE6 employer.SADvdoht 2007-2013 State of Florida.::Pdvacv Statement::Accessibility Statement;:Refund Statement '
Under Florida law,email addresses are public records.if you do not want your e-mail address,released.in response to a public-records request,do not send electronic .
mail to this entity.Instead,contact the office by phone or by traditional ma1L'Ifyou have any questions,please contact 850:487.1395.Vuisiunnt to Section 455.275
•(1),Florida statutes,effective October 1,2012,ocensees'lluensed under Chapter 455,F.S.must provide the Department with an email address if they,have one.The "
ema0s provided maybe 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 bem,ade available to the public.To determine If you area licensee under Chapter 455;F.S.,please
click here
. . . - . . Product Appronal,Ao pts: .
M. .;
Credit Card
Safe.
hops://www.floridabuilding.org/pr/pr_app_iitl.aspx?param=wGEVXQwtDquJPW%2b4U..: 11/21/2018 "
Techn1 Note No. 028 IP
BUILDING PRODUCTS
LP -I.SmartSidels.38 Series Strand Substrate Vertical Siding for Board
Batten Applications
This Technical Note provides guidance for the application.of LP°.SmartSide 38 Series.Strand
Substrate Vertical-Siding for,Board-&Batten Applications. Additional application information.
may be-found 1n.LPO SntartSide°Strand Substrate Panel Siding Application Instructions and LPG
SdiartSide®Trim'and Fascia Application Instructions.
LP SmartSide 38 Series Strand Substrate Vertical Siding for Board&Batten applications,
according to the following requirements.
.Siding must be installed over.a minimum 7/16 Category.wood.structural panels with an
AP
A Trademark that contains the consensus Standard DO,C PS 1 or PS 2..
o . Exception:LPA'FlameBlock■Fire-Rated OSB,Sheathing
Vertical Siding:or Batten may only.span'one plate-to-plate: Due to plate shrinkage,each
vertical application is not to span beyond one floor to ceiling distance,ozone floor to
top of gable distance. (Seefigures 4&5):.
■ Vertical Siding SHALL NQT�be,installed horizontally.
■ Battens,mustbe a".minimum 0.5 x 2:S inches,actual size.
Must be installed over a non-cbmpre'ssibie.drainable houseW' rap.to provide drainage
=. behind siding.
Finish/Paint:
o Prime and paint all fieldr cuts and exposed ends f6llowing-th6 paint
manufacturer's instructions
■- Vertical Siding Must.be spaced:a minimum of 3/16(See Figure 3) .
■ :Sealant.is not required in any-vertical joint covered by Batten and backed-by a WRB.
Minimum FastenerType for Vertical Siding:'.
o .Corrosion Resistant-.Hot-dipped galvanized(ASTM A153).or;stainless steel
o Ring Shank
o Shank:diameter=,0.091 inch.. . .
o -Head.diameter=0:221 inch.
-o Length=fastener,shall be enough-to fully penetrate,structural panel
sheathing. Ensure that the .ring shanks of the nail.fully engage the wood
structural.panel wall sheathing,
Cautiori: Choose a fastener
length that will:not damage wiring or other
utilities in the exterior wall assembly
Page 1 5
• - . . ADDRESS 414 Udion Street . .
Suite 2000
Nashville,TN
T M (615}986-5600
FAX (Si5)986-5666
Date Created:12122/2016 NVEB .v W.IpcorP=no
Last Revision:nta
■ Fastener Placement for.Vertical Siding:
o .:.Maximum 3/8 inch from ends and edges(See Figure 2)
■ Fastener Spacing for Vertical Siding:
o Fastened.a maximum of 6 o.c.along the perimeter(See Figure 2)
■ Minimum Fastener-Type for Batten:
o Corrosion Resistant-Hot-dipped galvanized.(ASTM A153) or stainless steel
_o. Ring Shank
-. Ring Shank nails.provide superior resistance to fastener pull-through. In
Hurricane-Prone Regions or locations where negative wind loads are a
.concern,ring shank nails.should be used.
Triim.nails may be used in other locations with the following cautions:
Do not overdrive or counter sink the fastener, nail flush.With the.surface
..of batten.. Batten nails shall be.installed per the length,placement,'.
spacing and quantity requirements listed in this document. Detachment
of batten is not covered by the LP SmartSide limited Warranty whether
ring shank ortrim' nails are used:
o Shank diameter=0.091 inch
o Head diameter=0:221 inch
o. LenIrt h'-fastener shall be Ion .e .nou h tofull. - g g y penetrate VerEical Siding
Caution:Choose a fastener length that will not damage wiring or other
utilities inthe exterior wall assembly
■ Fastener Placement for Battens:
o Maximum 3/8 inch from ends and edges (See Figure 1)
■ Fastener Spacing for Battens: ..
o Fastened with two nails at both ends,with additional fasteners spaced a
maximum of 12 inches o.c.along alternating edges the length,of the batten
.(See Figure 1)
Do not bridge floors with Vertical Siding or Battens. Create a horizontal joint between
floors. (See Figure 4)
�. Vertical Siding must be applied in a manner that will not allow moisture intrusion-or
water buildup.
Refer to LP®SmartSide®Strand Substrate Panel Siding Application Instructions and LP®
SmartSide®'Trim and Fascia Application Instructions for additional application
information..
Page 2 of 5
ADDRESS 414 Union Street
Suite 2000
Nashville.TN
TGL (615)986-5600 . .
FAX (615)986-5666
Date Created:12/22/2016 wls www.lpoorp.00m
Last Revision:nla
' Batten.
vertical Siding
4 0 Ci.
LP®SmartSide® . f r CPS'Smart Side®
Trim/Batten ks s
�` - , 'Vertical Siding
;,ys1%.(�Y: 'iiY.�y�h'
ra;gI 'm
ax."frorin
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Pa e3of5 ,
S 4 UOion Street
DRLS 41.
. . . Suite 2000
Nashvlte,TN
TEL (61A 986-5600
F 1:G (615)986-5666
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Date Created:1.21=016
Last Revision`n!a
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LP®SmartSide®.
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Page 4 of 5 .
:ADDRESS.414 Union Street
Suite 2000
Nashville,.TN
TEL (615)986-5600
FAX (615)986 5666
Date Creafed:12rM2016
. WEB vnvw.lpcory.com .
'Last Revision:Na
Two Story One Story.
One Floor to.Ceiling One:Plate-to-Plate
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Page 5 of 5
4L7AFt2•:SS 414 L16iW Street
Suite 2t100. .'
Nashville,TN :.
TEL (M)986-5600 . . .'
FAX (615)986-5666
Date Created:12122120.16 xyEB www.fpcorp.com
Last Revision:Na
•
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: p --
Site: 6,0 v
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
k
P15-RINCT K �.
�S "wftf 1C.-I
This comment sheet shall be kept with the permit and/or plans.
— � f
Ka — ans xaminer 4DIa Contractor and/or 14meowner
� (Required when comments are present)