HomeMy WebLinkAbout19-21559 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21559
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21559 Address: 38102 12TH 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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05900-0011
Improv. Cost: 1,999.91 OWNER INFORMATION
Date Issued: 7/30/2019 Name: KINCAID, JACK & SHARON
Total Fees: 75.00 Address: 38102 12TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 7/30/2019 Phone: (813)782-1279
Work Desc: INSTALLATION 8 X 8 SHED
CONTRACTORS APPLICATION FEES
TUFF SHED INC BUILDING FEE 75.00
C
V
I
FRAME Ins ections Re uired
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80(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.
f &"40
-&1 ,07.
ON OfR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
T FF SKER'
Stereos BuIldhiss a brafts
South Wn Street,Stgte609 om genwr.'.0 80210
Witt 3W75.3-80 -tactimile.30:3474-00-
LIMITED POWER. OF ATTORNEY
Date:_091 /9,-/2018.
1 horeby.name and appoint: VrAnk-,C itriang
an agvnt of: Xuff'Slwd. Inc.
,to be: attorney-in-fact to act for to apply tier.receipt.fir.pshgti fbi,and-do.all tiling$.
.necessary.jo-this;appointment.f6f(check 6dUv one-option):
1"Ut All permits and.appikatiotis Wbriiitted by this-owitnaetor.-
or
Fj Thatpecific.permit and-application Tor work located at:
(Street Addwss)
l3viralion Date lbrThig-Limitc1d' 1116wdi of Attorney; 09/13 01C,0 11)
License Holder Name: Tom:SauW. - _fFulT.'Shed. Inca,
State License
Number: CBC1753645-
.Si6mature-of'Liosease.Fididev.
State or C 6forado
County of Ddnver
the foregoing instrument was-aeknowleclgecl before me this��of September
20 1'$,by 7'6m Sagne6L Who is personally kni'mm to-me-and who.did not
to oath.
Prim-or tvpt�.Notury.Name,
.��UNX'rCOry
'STEPHANIE BUTLM Nptaq, Publfc—State of COLORADO.
NOIARY Pugue, -Cointnission*No. -!T60_240-178*1 9
STATE OFCOLOPADO My C.oininission E�X res*.' *10111/2021
NOTARY JD=4017819
WMMMMN WRE90MM it,2017
www-tufmeoxom
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-•"ate;w•-.4-;-,•�`��`
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: 6
Permit Type: 6 .
Approved w/no comments:❑ Approved w/the below comments: U/-/Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
r
JUL :2 1 2019
Kalvin S i er—Plans Examiner Date ractor and/or meowner
(Required when comments are present)
�1 813a80-0020 Fax-ei3-7s0-0021
Cit of Ze h PPIi
Building Department
ment
Date Received Phone Contact for Permitting
Owner's Name L�.t Owner Phone Number
Owner's Address 7J/ ! Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
-.'FeeSimpie Titleholder Address
'.' \ ] 2
JOB ADDRESS O e � l r/�� �/ 1 LOT# 1 J
SUBDIVISION v l4 i PARCEL ID# �� 5'
(OBTAINED FROM PROPFRYY TAX NOTICE) ,
WORK PROPOSED NEW CONSTR ADD/ALT .Q SIGN Q Q DEMOLISH
INSTALL e REPAIR ,
PROPOSED USE _ SFR 0 COMM �. OTHER
TYPE OF CONSTRUCTION = BLOCK , .Q FRAME, STEEL
DESCRIPTION OF WORK ;_ 0111-0
0/1- �Ile,
BUILDING SIZE. / II ESQ FOOTAGE �/ HEIGHT'
=BUILDING $. l VALUATION OF TOTAL CONSTRUCTION '
=ELECTRICAL $. AMP SERVICE _ PROGRESS ENERGY 0 W.R.E.C.
s �t���
=PLUMBING.
. { r
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS u ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER I- '— COMPANY W-1
SIGNATURE REGISTERED FEE CURREt` 'I N
Address ,JS yj] License#
ELECTRICIAN COMPANY _
SIGNATURE REGISTERED Y/ N FEE CURREt` Y/N 77-7
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE - REGISTERED Y/ N FEE CURREN Y/N -
Address I`_ i License# '
OTHER COMPANY _
SIGNATURE REGISTERED L NN FEE CURREr.
Address I _ �_ License#
. RESIDENTIAL-. Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, .
Minimum ten(16)working days after submittal date. Required onske,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/Iarge 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)walking days after submittal date. Required onsite,Construction Plans,Stormwater 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 forall NEW construction.
Directions:••
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$.2500,a Notice of Cornn'rencement 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 bylaw, both the owner and contractor may.be cited for a:misdemeanor.violation
understate 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,1.
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.AFFI DAVIT: 1 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 laves 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[hat the following restrictions-apply to the use of fill:
Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
If tho -III 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,.1 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,sighs, 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 provisiolis 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 tiie 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
,maybe 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. "
1AFARl'1lNG TO 0111fBIER: YOUR FP.ILL1fzl: TO RECORD A NOTICE OF CO{M[MEIVCEMENT iMAY RESULT IN YOUR
PAYIHG iVdiCE FOR IiJIPROVEMENTS TO YOUR PROPERTY. IF.YOU INTEND'TO OBTAIN FINANCING,'CONSULT
kilftTH YbUR_LL NDER OR AN AT T 012NEY BEFORE REdORDING YOUR NOTICE OF COMMENCEMENT.
FRO OA JURAT(F:S.117.03)
OWNERORAGENT CONTRACTOR,
Subscribed and swom to(or affirmed)before me this Subs( 'bad nd sworn r affirmed)bef r� a thj
by _ / _&by /l::gNd
Who is/are personally known to me or has/have produced o' e pe y crown to me or s/hav roduced"
as identification ification.
_Notary.Public Notary Pic.
Commiission;No. Commission No. `
v,e� Wtf� 1• i
Name of Notary typed,printed or.stamped Name of Notary fyped,printed or'
KELVIN MATHIS
c=a ub°estate of Florida-Notary Public
• Commission # GG 170775
P My Commission,Expires
December 25, 2021
813-700-0020 City of Zephyrhills Permit Application Fate-e13-780-0021
Building Department
Date Received Phone Contact for Permitting 6 ✓ ' tQ� /
Owner's Name < /►^ </i> I '—fgt'v► Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address f ^� j�9 `f ` /
JOB ADDRESS Mf 1Ol�y�! �e lt! Jrl/ �7 .[ LOT#
SUBDIVISION Fz�W la 0 ���/l�!/!i PARCEL ID#
(OBTAINED FROM PROPERIV TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADD/ALT SIGN Q [`] DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM OTHER
TYPE OF CONSTRUCTION = BLOCK FRAME STEEL Q cot
DESCRIPTION OF WORK �" �,G
BUILDING SIZE f� 1 ISO FOOTAGE v/ t( HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ �! AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. n �'
=PLUMBING 1$
=MECHANICAL $ i—' VALUATION OF MECHANICAL INSTALLATION
1
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER I COMPANY
SIGNATURE RF.GISTERFD Y N FEE CIIRRE N
Address f 356 License#
ELECTRICIAN COMPANY _
SIGNATURE REGISTERED I Y/ RJ FEE CURREI, Y(N
Address License#
PLUMBER COMPANY I `
SIGNATURE REGISTERED Y/ N FEE CURREN Y(N
Address License#
MECHANICAL COMPANY
SIGNATURE �f ::I_Glsi r'IteD Y! N FEE CURREN Y t N
Address � License#
OTHER COMPANY
SIGNATURE REGISTERED FEE CURREN
Address ._. ..�_^ ^i License#
6ti111lllttti111t111611tiI11 / 1ittI111111I1111111t1t111111At11111111
RESIDENTAi_ Aliach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ton(10)working days after submittal date. Rcquired onsite,Constructio:I Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge 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 tell(10)working days after submittal data. Required onsile,Construction Plans,Stomtwater Plans w/Slit 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$,^Soo,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
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TUFFSK. :•: 3810212th Ave
EN Zephyrhills FL 33542
12 -
Q618 1 615875
Wall D
:m: 4
M1 WallC
Wall B
Base Nrails Options Details Jobsitelinstaller Details ,
Building Size&Styfe High Wind. : Do you plan to insulate this building after Tuff Shed
SR-600-8'wide by S'long High Wind-Home Depot Installs it?
Floor. Floor and Foundation Re
4"x 6'2"Sing!e Shed your,l igh. 64 Sq Ft 3/4"Trceied Floor Dectsing Is there a 1P.0-volt/20 AMP power outlet within 100 feet.
Flinge Placerteicf Upgrade of installation location?.'
paint Selection 4 Ea Shed Anchor into Dirt-Auger or Yes
Base:Saastone,Trim:Delicate White MR88 The building location must be level to properly Install the
Roof Selection. Vents building.Hour level is the Install location?
Charcoal Dimensional Premium 16"x8"Wall Vent-White Within 4"of level.
Shingle: !�o::e a:ach spar:e will there be around the area where the '
Drip Edge building is installed?
White At least 18"clearance around all four.sides of the . . .
building
How close to the installation site can our installer's park
. 4helrvehkle(sp?
Less than 200 feet
Substrate Shed will be installed on?
Grass
Customer,P nagure: r .o��^ Lv/oa�_ � Date:
Scanned with CamScanner
Tuff Shed, #nc Customer Name:-� _ .--- ,z -
State of Florida L#cerise#CBC1253645 Address
Product Approval Cover Sheet�i
Jos`required by FlIarlda Statue 553.842.and Florida.Administrat#ve Code.98.72m,please provide the
information and approval numbers for the building componenis.listed below if they will be utilized on the
building Qrstiuctute,. Florlda.appt'oved prodtrcfs ace listed on#ire at ittrnt';r il�ri{ �.#:t;s��t#��c;:t}rtt.or can be .
obtained from the local product supplier.
All Products Listed are pet-l~Iarrda.Building Code 6th Fdifion,(2017)
product Tvpe Ianitfacturer. Model# FL product
Siding(Panel) LP.Corp. Panel :FL9190.6. :
Sidin La Jarnes L. 114die Lap FL10477:1:
Window--.Single.Nung — i� rlL� °
...
Window--Sliding Tafco Corp, Series 82000. FL20743.1;
Fixed Transom Innovations; Inc: Transom FL17067
Premier Double Door Tuff Shed, Inc.' - Premier F122202.
Prel*t Single Door. . Tuff Shed,Inc. - Premier FL22202.2
Sund(ince Double Door Taff Shed, Inc. SuMance FL22202.
Sundbnce Singh Door Tuff Sited, Inc. Surd,rrce i=L22202. _
Steel.l�io '_Inswing Joicl-Ut om 6 PaneU3068 . FL11136.
Steel boor--Outswing Jeld-Wen 6.Panel/3068. FL11136.2 .
Fuii 0k." Door. Jelr1.Weri 3068 i=L17454.1:
Full 2_lte loox Jld Wen 6068 i=L17A5 ,1
.l3co� Jold,,Wen -_� 3068 FL12509.3'
Flood Vents Flood Solutions LLC Founda an FI.17588
Overhead Doors Overhead Door Cor Garage Door FL141700r
Roof Underlayment OAF15 lb. . :Fl_ , ,
Roof Underia ment Woodland Industries . 15 lb. FL1720�6
Asphalt Shingles FL'
Ridge\lent Owens Corning . Ridge Vela _ ,. —10758.1
Sheds and Carports
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection_. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored,per manufactures specifications. (RED TAG.IF
NOT ANCHORED PER PLAN)
3) All set-backs shall be met.
4) Shall not be installed in easements.
5) .Shall be set in the rear or side yards;
6) Only 2 accessory buildings per parcel.
7) .Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions„of 6rdinancei780=01
9) No accessory building shall be larger than 300 sq ft without site=plan approval
10) Not to exceed 16' in height at peak.
11) No other work shall be permitted (framing) plumbing, electrical and mechanical) unless
otherwise specified..
12) Accessory buildings in residential zones that,exceed 150 sq.ft shall be constructed of
masonry,.wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade
j and be consistent with existing architecture of the principle building and adjacent
properties.
13) Fence shall not encroach neighbor's private property or-right:of way.:
14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
of home.
15)Good side of fence shall.face out.
INSTR#2019118119 OR BK 99.38 PG 1482 Pagel of 1
07l1512019'11:45 AM Rcpt 2072104 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowie,Esq.,Pasco County Clerk&Comptroller,ad inter
im
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AM CONSKIIIMPROPER PAYMIDI$LWIMM CHAPTER•7.13.PART 4 SECTION 713.13.kDW k STAMP$,AND CW F=LT IN YolBi: . .
PAYING.m=NR IL =TO YOUR PROPE7iIY.A NCTICE'1)F TJAIST'SE ANO PCSTFD;CN TtE
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MARY OA9IHLLO WHIRTLE . . . .
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Comminlae.GO 65M
Commission 61
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Scanned with CamScanner,'
-Florida Building Code Online Page 1,of 3
o f ® • •
BCtS Home !.toS In User RegLStrauon Hot Topics 1 •SubmR$urcharye ?• Stats aFacts'i Publications, ContactUs i BC155%te Map,i Unl¢ Search �.
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Product Approval. .
. USER:Public User
p�,•oduct Aooro4al Menu•>Product or Application Search>A»oliwa Lis > cation O
a
:Fl# FL22202-113
AAPlicatfon Type Revision
:Code Version . : 201T
Application Status, Approved '
*Approved by DSPR.Approvals by DSPR shall be reviewed'a'nd ratified by
the POCand/or.the Commission-if necessary.
Comments public.comment:Dooetrame jamb and header size,jointls not clear.How
'the frame is atkachad to substrate Is notclear.11/08/18',•
Archived r�
.Product Manufacturer Tuff Shed;Inc.
Address/Phone/Email 1777 South Harrlson Street
Suite 600 .'
'Denver;CO 80210 '
(303)474-5524
Iicenses@tuffshed.com ;
Authorized Signature Tom Saurey
licenses@tu ffshed.com
Technical Representative Patrick Kessler.
Address/Phone/Email 1777 S Hanison'Street.
Denver,CO 80210
(303)753=8833 Ext 5617
pkessier@tuffshed.com.
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors .
Subcategory' Swinging Exterior Door Assemblies
Compliance.Method. . sting
Certification Agency Window_ and Door Manufacturers Association
Validated R Window and Door Manufacturers Association
Y
Referenced Standard and Year(of Standard)' Standard Fear
ASTM,E330 2014. : .
'TAS,202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method_1 Option A
Date Submitted - 09/20/2018
Date Validated 09/2412018.
https://www.floridabuilding.org;/pr/pr app_dtl.aspx?param=w+GEVXo WtDquYpMVa8bq:.. 12/21/20.18
Florida Building Code Online Page 2 of
A. Date Pending FBCApproval
Date Approved" 10/02/201$ '
Summa "of Products
FC# Model,Number or Name Description
22202.1" Side-hinged:Wood Shed Door Side-hinged Wood Shed Door(Outswing-Double Door) "
(Outswing-Double Door) Maximum Size 80.25"wide by 84"high. "
Limits of Use Certification Agency Certificate
Approved for use-in HVHZ:Yes, FL22202 R3 C CAC TUFF456CCL odf
Approved for use outside:HVHZ:Yes' . " Quality Assurance Contract Expiration Date-
Impact Resistant:NJA . " 06/14/2028
Design Pressure:+42/-42' Installation Instructions
Other;Structural only FL22202 R3'II AP-FL-PGEN-03(Double Door)odf
Verified By:Window and Door Manufacturers Association
Created by Independent Thin}Party:
Evaluation Reports
Created by Independent Third Party: ,
22202.2 Side-hinged Wood Shed Door. . Side hinged Wood Shed Door(Outswing_Double Door)'
(Outswing Double Door),HVHZ HVHZ Maximum Size 80.25"wide by 84'high .
Limits of Use Certification Agency Certificate'
Approved for.use in HVHZ:Yes FL22202 R3 C CAC TIJF9k56CCL.odf
Approved for use outside HVHZ:.Yes Quality Assurance Contract Expiration Date
-Impact Resistant:N/A. .: 06/14/2028"
Design'Pressure:,+54/-54" Installation 1r structions.
Other:Structural only FL22202 113 II AP-FL-PGEN-03(Double Door-HVHZ)odf
Verified By:Window and Door Manufatturers'Assoaation
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.3.' Side=hinged Wood Shed Door Side-hinged Wood Shed Door(Outswing_-Singie'Door)
{OutswIng Single Door) Maximum Size 56"wide by 83,75"high
Limits of llse Certification:Agency'Certificate"
Approved for use In HVHZc Yes FL22202 R3 C CAC TUFF456CCL odf.
Approved foe use outside HVHZ:Yes Quality Assurance Contract,Expiration Date
Impact Resistant:N/A 06/14/2028. .
Design Pressure:+42/-42 Installation Instructions.
Other:Structural only. FL22202 93 II AP-FL-PGEN•02(5Inale Door)Ddf
Verified By.:Window and Door Manufacturers Association
Created by IndependentThird party:
evaluation Reports
Created by Independent"Third Party:
22202.4 Side-hinged Wood_Shed Door Side-hinged Wood Shed_Door(Outswing-Single Door)HVHZ
(Outswing Single Door)HVHZ Maximum Size 56"wide by 83.75"high
L f Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22202 R5 C CAC TUFF456CCL.odf
Approved for use outside HVHZ:.Yes Quality Assurance Contract Expiration Date
Impact Resistant:N/A 06/14/2025 '
Design Pressure:+54/-54 Installation-Instructions
Other:Structural only FL22202'R3'II'AP-FL-PGEN-02(5Inale Door-HVHZ)odf
Verified By:Window and boor Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
. 'Back Next
,Contact Us::7601 Blair Stang Road,Taitahassee k 32399 Phone:850.487c1824
The State of Florida is an AA/EEO,emptoyer.r'ovrloht r) -2013State of florida ::Privacy Statement!:Amessibifity tatement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mail address released in_response to a publicrecortls request,do not send electronic '
. . - - mail to this entity.Instead,contact the"office by phone or by traditional mail:If you turve any questions,please contact 850.487.1395.*Pursuant to Section 455.275,
(1),Florida Statutes,effective October 1,2012,licensees liceased under Chapter 455,F.S.must provide the Department with an email address it they have one.The
emars provided,may be used for official communication with the Ilcensee.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,FS.;please.
crmk here. -
productApProvat Accepts:
'Credii tard
Safe
https://www.fl6ndabuildipgiorg/pr/prYapp;dtt.aspx?param=wGEVXQwtDgnYPZHVa8bq:... 11/21/2018
ASSEMBLY INSTRUCTIONS:_ ;,. PARTS LIST
ITEM. PARTNUMBER DESCRIPTION VENDOR .
NOTE:INSTRUCTION#1 THROUGH#4 ARE TO BE r'' ! 1 7116"APA ENGINEERED WOOD SHEATHING 'APA APPROVED`
PERFORMED IN FACTORY.INSTRUCTION#5IS TO BE
PERFORMED ON JOB SITE.. 2 STEEL DOOR FRAME:1-112°STEEL DOOR FRAME QUAIL RUN .
`f .' _
SEE DETAIL'A' i r - : 3 #8 x 1 112"WOOD SCREW SOUTHERN CARLSON .
FOR INSIDE V EW
1. ATTACH;ITEM 1(7/16"ENGINEERED.WOOD SHEATHING) � �/ 4 318"SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC
70 ITEM 2(STEEL DOOR FRAME-1-1/2"CHANNEL)WITH' 9 DF,ASSEMBLY' '' S — DOOR TRIM LOUISIANA PACIFIC
ITEM 3(#8 x 1.112"SCREWS)@ 6"O.C,AND(2)SCREWS `� 6 NAIL SOUTHERN CARLSON
AT EACH END OF EVERY STEEL CHANNEL AS SHOWN 4 "L"HANDLE ASSEMBLY r! —
f 7 390208 S
IN DETAIL'S TUFF SHED IERRA PACIFIC
14"'. %' �' "'
8 — #8 x 2-1 SQUARE DRIVE WOOD SCREW GMS
2 ATrACHITEM4.(3/8'SMARTSIDE,EXTERIOR 6 �'�'r `l f �' '�/ 9 HTH8099 ITUFPSHEDHINGE SIERRA PACIFIC
ENGINEERED WOOD-SHEATHING)TO ITEM 2(STEEL
DOOR FRAME-1-1/2'CHANNEL)WITH ITEM 3(#8 x 1.1/2 !,
SCREWS]@ S"O.C.AND(2)SCREWS AT EACH END OF -
EVERY STEEL CHANNEL AS SHOWN IN DETAIL B' yr i�r�
3, ATTACH ITEM 5(DOOR TRIM)TO ITEM 4(3/8" =
SMARTSIOE EXTERIOR ENGINEERED WOOD
SHEATHING)WITH EXTERIOR GRADE CONSTRUCTION
ADHESIVE AND ITEM 6(NAILS)@:W O.C:ANO(2)NAILS ± '
AT EACH END OF EVERY TRIM PIECE AS SHOWN. /' r' DOOR HANDLE AND STRIKE
HURRICANE SPRING BOLT PLATE ATTACHMENT
4, ATTACH ITEM 18(HINGES)TO DOOR ASSEMBLY WITH 7• r 3 SIERRA PACIFIC PART#1147ZN SIERRA PACIFIC PART#39D209
ITEM 8(#8 X 2-114'SQ DRIVE WOOD SCREWS}AT //.• %` ATTACH(1)HURRICANE.BOLT 6"FROM TOP OF
LOCATIONS SHOWN ON SHEET 4.'(3)SCREWS PER DOOR AND(1)S'FROM BOTTOM OF DOOR., INSTALL DOOR HANDLE USING#8 x 2-1W
,r' SQUARE DRIVE WOOD SCREWS.ATTACH
HINGE. r,:,': i ATTACH EACH BOLT WITH(4)#8 X 2r1/4'SQUARE. STRIKE PLATE WITH(2 114'X 3'SPAX '
DRIVE SCREWS T-STAR WASHER HEAD POWER LAGS. '
5 INSTALL OUTSIDE HANDLE{COMPONENT OF tTEM'#7} 2 1 SCREWS TO BE LOCATED AS SHOWN_
TO THE DOOR ASSEMBLY WITH(2)ITEM 8(#8 x 2-1/4 ,
SQUARE DRIVE SCREWS). INSTALL CAB LATCH 2 SINGLE DOOR ASSEMBL
(COMPONENT OF ITEM#7)TO THE DOOR ASSEMBLY 4) TOP'VIEW
WITH(4)08 x 2-1/4 SQUARE DRIVE SCREWS,ATTACH S � � 3 3.
suua•Ir+ro
INSIDE HANDLE(COMPONENT OF ITEM W)AND
SECURE WITH WASHER AND NYLOC ON HANDLE :
SHAFT(COMPONENTS OF ITEM#7} SEE DETAIL-W. 8
DETAIL'B' HINGE ATTACHMENT
EXPLODED DOOR ASSEMBLY
t3)TUFF SHED HINGES
.�xA'¢•� PE
r� R DOOR.ATTACH
EACH HINGE WITH(7)
DRIVE WOOD-
INSIDE BE OCATED ASS TO' .
° HANDLE CABLATCH SHOWN. -
NYLOC. #8 X 2114'SQUARE '
_ WASHER:- DRIVE•SCREWS' . 4 HINGE ASSEMBLY DETAIL
PARTIAL INSIDE VIEW PARTIAL END VIEW. PARTIALOUTSIDEVIEW TUFF SHED I"HANDLE
DETAIL'A' �FRONTVIEW
HANDLE DETAIL ASSEMBLY
bGIE 19 pEpIA PIpfICPMTaY1@m
Order#. PO# THESEDRAWINGS AND THE DRAWINGS BY: mix DRAWING NO.
_ 'SHED
DESIGN ARE THE PROPERTY '1"111''1-i•�a1 .1� 1'(�J(`_
TUFF S}[E n Customer Drawn By:'PK OF TUFF SHED,INC.THESE -AFLFLPGEN-02
DRAWINGS ARE FORA 4'(4067)DOOR ASSEMBLY
StorageBuildin BuildingsGarages Date:'5124118 BULDINOTOBESUPPUED IN HOUSE DRAFTING.DEPARTMENT
g. Site Address: . AND INSTALLATION REV.LEVEL 01
TUFF SHED;INC. AND BUILT BY TUFF SHED. t:.. r' - -^ 1777 S.HARRISON STREET
Checked By: ANY OTHER USEIB a 11 _- "teeaertai ssoz.oiasais s DENVER,COTARAD080210 SHEET
FORBIDDEN BY TUFF SHED '--- ,,gaze: - t2114lI8'
Date; a"" (303)753-TUFF
Bu lding SIZe:vaeT•f"C N•NZAN•W n.A e. INC 6 THE ENGINEER OF vu Ined By _f 4Z G y . TUPPSftEDM AA4UMP1 PZ PMZMM raa
Scale: N.T.S. RECORD. — THEC6NTmo"KEBEo(WYH48M THE SHEET 1 OF 3
CONBTgUCiIAN OF BUMUlU9 SNDAN NEREW. .
-. - -
_ PARTS LIST
i ITEM, PART NUMBER DESCRIPTION-
8 1/2 OPENING— 10 P47 4067 TUFF SHED DOOR TUFF SHED
.1t4 .. - _ ': 11 STEEL BASE ' -QUAIL RUN-
jj '12 STRUCTURAL WALL PANEL ASSEMBLY- TUFF SHED
i' 6 1 .13 — 3j4"APA FLOOR DECKING "APA APPROVED",
— -
1t4' 14- DOOR TRIM VERTtCAL LOU(SWNAPACiFIC
2X 1/4 15 15 — DOOR TRIM=HORIZONTAL. LOUISIANA PACIFIC
3@ 11/18 _
16' STRIKE PLATE SIERRA PACIFIC
17 1147ZN. HURRICANE SPRING BOLT SIERRA PACIFIC
12 .18 — TRIMMER STUD: MARKET LUMBER.
.19 #@ X 2-114"SQUARE DRIVE WOOD SCREW a _GMS'
Z9 20 1/4"X 3"SPAX T-STAR WASHER HEAd LAGS'
ODOR
STRIKE DOUBLE TOP PLATE
PLATE OPTIONAL-HEIGHT
18 CONFIGURATION
391/2 .3@ 11116 19 17 HEADER
DOUBLE TOP PLATE
lb
4@DOOR 19
20
3.1116 .
PARTIAL-FRONT VIEW
�.•� .:
.INSTALLATION INSfRUCfIONS:
ATTACH STRIKE. (COMPONENT OF ITEM 17)TO ITEM 10(4067 TUFF SHED
DOOR)WITH ITEM 20(#a X 2'1/4"$Q DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. t7 .% CRIPPLES
(2)SCREWS PER STRIKE PLATE. .
2, ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES AND STRIKE PLATE$TO WALL 19 r;
PANEL ASSEMBLY WITH ITEM 19(#@ X 2-1/4"SQ DRIVE WOOD SCREWS)AT f
LOCATIONS SHOWN. (4)SCREWS PERHINGE. yf" ;
3. .ATTACH ITEM 16(STRIKE PLATE)TO ITEM IS(TRIMMER STUD)WITH(2)ITEM 20(114" „ " '' HEADER.
X 3"SPAX TSTAR•WASHER HEAD POWER LAGS)AT LOCATION SHOWN,
4. ATTACH ITEM 17(HURRICANE BOLTS)TO DOOR FRAME WITH ITEM IS-(#a X 2-IW 17 ' + '
SQ DRIVE WOOD SCREWS)AT LOCATION'S SHOWN.,(4)SCREWS PER BOLT.
•,,- 19 - -
OUTSIDEPART VIEW AL EXPLODED. . OUTSlAE PAATILA VSEW BLY . _ $ .P SIDE V EW EMBLY
. _ - ,catr,vr•�w 6ckP.w•ic auto uraw -
Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING N0:
DESIGN ARE THE PROPERTY - TUFF SHED,INC.
TUFF SHED Customer Drawn By:'PK OF TUFF SHED,INC.THESE 'AP-FL-PGEN-02
DRAWINGS ARE FOR A . 4'(4067)DOOR ASSEMBLY
StOrd eBuildin s&Gara 'es Date:'5/24/18 BUILDINGT08ESUPPLIED N$QUSEDHAFTING:DEPARTMENT
g Site Address:
TUFF STIED,INC. Checked e: AND BUILT BY SHED.. n:; -:: ;,:ynecoRa:lW issoi.oi asaia I 1777 S.HARRISON STREET AND INSTALtAT1oN L 01
Y ANY OTHER USE IS ,,..f. +' DOWER,COLORADO @0210 $HEFT
FORBIDDEN BY TUFF SHED nIf1�C�f'��ltviDatn. DsjlAji8 ;. (303}753-TIIPF
Date: ]NOB THE ENGINEER OF ., _ I '
u Building Size:wn.e w". ..an.vu ;virmea by: Q C .. n.FSNeou�c�ssubmAw a�m�ur FOR
Scale: NS.S. RECORD. ^^ —_ --._. nwcatsrEtataFtxdunt�¢sumn�e : $FIEET'2 OF 3
Oomrwcmm OF TM WG46HCWNNEpEW.
-TUFF SHED HINGE rJ. .� DOOR TRIM. 16 STRIKE PLATE HURRICANE$PRING'BOCT
VENDOR SIERRA PACIFIC VENDOR:LOUtSIANA PACIFIC VENDOR:SIERRA PACIFIC VENDOR:SIERRA PACIFIC.'
eiwEi r.tv PART#HTH8099' : - svae:a.ra _ swx r.ec - - wue r.m PART#11472N - ..
(29/16) .. (55/8)
(1112)
—.VARIES EASED ON DOOR WIDTH
El
77 .
SIDE
EL SIDING
1-7
VENDOR:SIERRA PACIFIC VENDOR:QUAIL RUN. �VENDOR: OUISIANA PACIFIC .
aac r=ea PART 0390209 ccuu a.ee - r•ra' FL APPROVAL#9190.6 ,
(3 112)
(1112)—(+�{ {l112}
_ (3.1/2).
VARIES BASED ON DOOR WIDTH m
7/16,OSB
SPACER,
7h6'.'APA'ENGINEERED WOOD PANEL.' 2 X LUMBER HEADER_ $ TOP&BOTTOM PLATES.STUDS
VENDOR: APA APPROVED VENDOR:TUFF SHED VENDOR:MARKET LUMBER
aeac r.Pr wu:-r,eo :'+ r.ra MINIMUM2X4SPF#2
-
Order A PO#, THESE DRAWINGS AND THE. '. TITLE DRAvANG NO..
TUFF SHED ODESIGN FTUFARETHEPROPERTY TzTIFF HEDH� '' .
Customer. Drawn By PK DRAWINGS ARE
THESE .4'(4066)DOOR ASSEMBLY AP FL PGEN-02-
DRAtMNGSARE FOR A
Stom&.Boldings&G}arageS Date: 523/18 BUILDINGTOBESUPPUED Y-_..- ,. ...L _ _ _ IN HOUSEDBAFnNGDEPARTMENT AND INSTALLATION' REV,LEVEL 01
Site ress. AND BUILT BY TUFF SHED. i'i:'`-"�}Roan`0:— 146i0l:Wid 1777.S.HARRISON STREET
TUFF SHED,INC: . Checked B: )t
Y ANY OTHER USEIB ellltC�f.@=Coam: sane/xa. DEN vim,'OOIARAD080210, COMPONENT DETAILS SHEEP
FORBITHEE ENGINEER I.�:.",a.t_'m:..!'.',.. /� .
Date: �valflcabY:_.( Q? L (303)953TUFF �3''
(dtngShR:mon•sxon+•mw,-sar.au INC87HEENGINEEROF 7UFReNEDNGA�NESAILREeFON9RSSIYfCR '
Scats: N.T.S. RECORD' ltccommwQpTmaraAWH0ANDTHs SHEET 3 OF 3 .
COHRiRml"OP Tm 6Numas mam HER R
Florida Building Code Online Page 1 of 3 .
UC[S Home Lag In I User Registration ! Hot Topics' Submit Surcharge ', Stets&Facts i Publlcataras Contact Us j BCIS Si Map'� tiny. Search
br
3, ProductApprovalUSER:Pub$cUser
•ProduCt APPm—val r-*n i>Product,or Application Search>' licatio Ileation D
FL
Application Typo
Code.Version 2017
Application Status " Approved"
Comments "
Archived i.
Product Manufacturer- LP Building Products.
Address/Phone/Email- 414 Union Street-Bank of America Plaza
Suite 2000
Nashville,TN 37219
(352)425-7457
-cw.macomber@lpcorp.com
Authorized Signature CW Macomber
cw.macomber@lpc6!p.com
Technical Representative" CW Macomber
Address/Phone/Email 5712 SW-40th Place
4calo,FL 34474
(352)425-7457
cw.macomber@lpcorp.cam
Quality.Assurance Representative CW Macomber
Address/Ph"one/Email 5712,SW.40th Place
4cala:,FL 34474
(352)'425-7457 . .
cw.mac ber@Ipcorpixom
Category Panel Walls.
'Subcategory Siding .
Compliance Method, eport from a Florida Registered Architect ora,Ucensed
Florida Professional Engineer
1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name.wrho developed. 'Do Kirin;P.E.
the Evaluation Report
Florida Ucense PE-49497
Quality Assurance Entity APA-The Engineered Woo_d Association
Quality'Assurance Contract.Expiration pate 12/31/2022
Validated By James L.Buckner,P.E.@ CBUCK Engineering
d.Validation Checklist=Hardcopy,Received
Certificate of Independence 19L9190 R6 COI LP Certificate of Indeo'endence.odP
Referenced Standard'and,Year(of Standard)
Equivalence of Product Standards
Certified By. Florida,Ucensed Professional Engineer or Architect
FL9190 R�6 ouly eauivalencv of standard rorm.odf
Sections from the Code
1405
1604.3.1
1609.1
https://www.floridab,uilding.org/pr/pr_appjtl.aSPX 1112112028
Florida•Building Code Online Page 2 of
1616.3.1
:1626.1
2304.E
Product Approval Method Method 2 Option B
Date Submitted 08/14/2018
Date Validated. 08/22/2018,
Date Pending F.BC Approval. 08/22/2018
Date Approved 10/08/2018"
SummarV of Products
L. model,Number or Name Description
:. 91401 LP SmartSide 38 Series Strand' Vertical siding for board'&batten applications.'
, Substrate Vertical Siding
of Use Instaliation.Instructions
Approved for,use in HVHZ:Yes FL9190 '116 II Strand Substrate Siding FastenprTables pdf
Approved for use outside HVHZ:Yes FL9190 R6 II TN 028 Vertical Siding/12-22-16-Strand odf
Impact Resistant:No Verified By:APA-The Engineered•Wood.Association
Design'Pressure:N/A Created by Independent Third Party:Yes
I. ' 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 Independent.Third.Party:Yes
9190.2 LP SmartSide Cedar Shake Lap Architechjral.Collection Cedar Shake 76 Series Lap Siding.
Siding .
Limits of Use Installation Instructions
Approved for use in.HVHZ:Yes Fi gi 90 A6 'II Fiber Substrate Siding Fastener Tables,bci ;
Approved for use outside HVHZ:Yes FL9190 Rfi II LPZB0507-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:Ref&to Evaluation Report.Product is not impact Evaluation Reports
resistant.In'HVHZ.,must be used.in conjunction with . . 1`19190 R6 AE Evaluation Resort of LP Sidinit 9190-
approved impact resistant product except,for uninhabitable 2017.odf.. . .
structures such as sheds., Created.by Independent Third Party:Yes
9190.3 LP SmartSide Fiber Substrate Bold ArchltecEural.Collection Primed Bold Profile 120 Series Lap
Profile Lap Siding Siding(DS,T4,D8,TS,Q4)
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 LPZB0504-"Architectural Collection Bold .
Impact Resistant:No Profile-Lap.pdf
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 uninhabitable 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=allgning:Lap Siding:. .
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9190 R6 II Fiber Substrate Sidinn Fastener Tables.pdf
Approved for use outside HVHZ:Yes FL9190 R6 II'LPZB0510_Foundations and Architectural
Impact Resistant:No Collection-Lao.pdf
Design Pressure:N/A FL9190'R6'II LPZBOSSI Foundations and Architectural,
Other:Refer to Evaluation Report for Panel Siding over SIP Collection-Panel.pdf
installation detail.Product is not impact resistant.In HVHZ, Verified,By:;APA=The Engineered Wood'Association
must be used ih 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 Report of LP Siding 9190-R6'-
2017FBC.p_df.
Created by Independent Third Party:Yes'
9190.5 LP SmartSide Perfection Shingle Fiber substrate Iap.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'II LP SS Perfection Shingle 7-31-
Impact Resistant:No 17 FINAL.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
4ttps://www.floridaboilding.org/pr/pr_app -aspx"'aram—wGEVXQwtDquJPWD/o2b4U.-..' 11/21/2018
Elonda Building Code Online Page 3 of 3..
resistant:In HVHZ;'mustbe used in.conjunction with 'Evaluation Re,po
its
approved impact;resistant product except for uninhabitable ,FL9190 R6 AE Evaluation Report of LP SidinD 9190- . .
structures such as sheds. . ': 2017.odf
Created by Independent Third Party:Yes
9196.6 LP SmartSide Strand Stibstrate Lap Precision Series 38 and 76 Series Primed Lap Siding.
and Panel Siding Precision 38,76;190 Series Primed Panel Siding including,
Siivertech&Sinartfinlsh. -
Limits of Use Installaltion Instructions '
Approved for use In HVHZ:Yes.' FL9190 R6'II-LPZB0512-'Precision Series—Panel.ndP
Approved for use outside HVHZc Yes FL9190 R6 II LPZB0515-Prp—tislon Series Lao.odf '
Impact Resistant:No FI 9190 Rr1 II Strand Substrate Siding FestenerTables odf
Design Pressure:N/A' . • Verified By:APA-The Engineered Wood Association
Other:Refer to Evaluation Rapper for Panel Siding over SIP Created by Independent Third Party:Yes
installation detail.Product isnot impact resistant.In HVHZ,- Evaluation'Reports
must be used in conjunction with approved impact resistant FL9190 R6 AE-Evaluation Report of LP Slding 9190-R6-
Product except for uninhabitable'structures such as,sheds.' 7.01 FBC:pdf
Created'by Independent Third-Party:Yes
8adc.-(feat . :. :.
. . . .. '. '.. . Contact Us t:2601 aiafr Stone Road.Tallahassee FL 32399 Phone:850.487-1824 .. . . . .
• ' The State of,Florlda Is an ANEEO.employer.Coovrlaht 2607.2013 State of Florida.::Privacy Statement;;Accesslbi ty Statement_::RR rind Statement
Under Florida lave,email addresses are public records:If you do not want youur'e-maN adgr :released'in response to a Public-records request,do not send eiectmnic
.. . . - .. - '-mall to this entity.-Instead,contact the office by phone or by traditional mallAf you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275' ,
(1),Florida-Statutes,effective October 1,2012,licensees'Rainsed under Chapter 455,F.S.must provide the Department with an email address if they have one_The .
'emails provideil 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 lfcensee.under Chapter 455,F.S.,please
:. . . :. :. .. dick here . . . :
'Product Approval-Ao-pts: . . -
Credit Card
Safe
littps:IJwww.floridabuilding.brglPrJPr;aPPtl:aspic?Pararn=wGEVXQquJPW°Ia2b4U..: 1112112018
Technical Note No: 028LP
BUILDING PRODUCTS
LP° SmartSide°38 Series Strand.Substrate Vertical Siding for Board &
.Batten Applications
This Technical Note provides guidance for the application of LPG',SmartSide0 38 Series,Strand
Substrate Vertical Siding for Board&Batten Applications. "Additional application information,
may be found in LP9 SmartSide®Strand Substrate Panel Siding Application Instructions and LPG
SmartSide®_Trim and Fascia Application Instructions.'. -
LP SinartSiide 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
APA Trademark that contains the consensus Standard DOC PS 1 or PS 2.
o ; Exception:LPG FI meBlock®Fire.-Rated OSB"Sheathing,
Vertical Siding or Batten may only span one'plate-to-plater Due to plate shrinkage,each
vertical application is not to span beyond one floor to ceiling distance,or-one'floor to
top of gable-distance. (See Figures 4'&5)
■ Vertical Siccing SHALL NOT be installed'horizontally.
■ Battens,mustbe a minimum 0.5 x 2.5 inches actual size.
Must be installed over a non-compressible-drainabie housewrap to provide.drainage
behind siding,'''
Finish/Paint:
o Prit-he.'and paint-all field cuts and exposed ends following the,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 Fastener Type for Vertical Siding:
o Corrosion Resistant—Hot-dipped galvanized,(ASTM A153)or stainless steel
o Ring'Sharik
o Shank dial-heter=0.091 inch
o Nead,diameter=0:221 inch
o Length—fastener-shall belong enough-to fully penetrate structural panel
sheathing. Ensure'that the ring shanks of the nail fully engage the wood
structural panel wall sheathing.
caution: choose a fastener length that will:not damage wiring or,other
Utilities in the exterior.wall assembly
Page 1 of S
ADDRESS 414 Union Street
Suite 2000
Nashville,TN.
TEi: (615)986=5600
FAX (615)986-5666
Date Created:1 2122/20 1 6 i B WWW.Ipcorp.Corn
Last Revision:nla
n 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 RingShank
-: 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.
Trim.nails may be used'in other locations with the following cautions::
Do not overdrive,or counter sink the faste ier,'nall 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'or trine nails are used:
o Shank.diameter=0.091 inch
o Head diameter'=0.221 inch
o.. 'Length=fastener shall be long..enoughto fully penetrate'Vertical Siding
- Caution: Choose a.fastener.length that will not damage wiring"lit other
utilities in the exterior wall assembly
■ . Fastener Placement for Battens:
o .IVlaximum.3/8-inch from ends and edges (See Figure 1J "
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 LPO SmartSide°Strand Substrate Panel Siding Application Instructions and LPG'
SmartSide®Trim and Fascia Application Instructions'for additional application
information:
Page 2 of 5
riT�D3tPSS 414 Union Street
Suite 2000-
Nashville,.TN
TGL (615).986-5600
FAX (615)986-5666
Date Created: 12J22/2016 IVM, www.lpcorp.com
Last Revision:nla
"
Batten..' Vertical Siding .
' .. <
P.•.0 .a' :• ;F k :,p: ;,?
LPO'SmartSide. .0. '',° : '
. ' . ;'''' Smart
Tdm/Oatten. . Sma LR�'
t'. .. ertical Siding'
V ..i
V „ y�
.. ..
j8'j max.from
-
p °' � �,•, p= ends and,edges
114
3/8.Max'.from
ends and edges. .
e a o
r j 60"o.c.max:J00
FY;w r
Figurer .. Figure 2
Page 3 of 5
ADDREss 414 Union Street
suite 2000
Nashville,TN
r
Date-Created:12/2212016 v'EB www-ipc6rp.com .
Last Revision:n/a "
LP®SmartSide®.
.Trim/Batten. .
Trim/Batten Attachment -LP®SrnartSide6
Vertical Siding
min. /16"space ace .
-M-0,
Water,Re ' t've Bar ier
. Wall Sheathing.:
Figure 3
Fasten
er
Page.4 of 5
ADDRESS 414 Union Street -
Suite 2060
Nashville,TN
TSL {615)986-5600
'
FAX (615)986-5666
Date Created:12122/2016: wra www.lpcorp,corh
Last Revision-Na
Two.Story O»e Story"
One Floor to.Ceiling One Plate-to-Plate
Horizontal JWht ibetween Floors
• ; • `
LP4I;SmartSide®
.r Trim/Batten -=----
. ...
LP®,SmartSide®
Verticat Siding"----_" < . ;
f ' . 4"WidelAdhesive Flashing
; ,.
,Sloped Metal Z-hashing•
g ; -
e¢ Floor Sheathin
—— — • `�
• Walt Sheathing
t
afer-Resistive .. .
r;..;
Barrier
" Floor:Framing
LPO L SmartSide®
-' Vertical Siding
CP®SmartSi deg ;
Trim/Batten
Figure 4. Figure S .
Page 5 of 5
ADImIS8 414 union street .
Suit 2000. .
Nashviile,.TN "
TF'L (615)986-5600
FAX (615)986-5666
Date Created:12/22/2016 tm www.lpcoFp.com
East Revision:n1a
Florida Building,Code Online Pagel
0
aCSS xame 'r lop in User Repistratlon i'xatTop Submit Svrcharpe Stats&Facts Puaiications i- FBC Stag i aC15-Site Mali i Links Search.
- f-la7Ja
i Product Approval.
P
IC USER:Public User
product'AgproVal Merin>Product or AnnHoilon Search>-A he pPlication D II
t FL#• FL10674R13
,..'
pplication Type Revision
A
Cade Version: '. 2
Application Status APproved
Comments
Archived.
.Product Manufacturer Owens Corning
Address/PhonelEmaii One Oweris Corning Parkway
Toledo,OH 43659 . . .. '
(740)404-7829 .
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg:keeter@owenscorning.com
Technical Representative, .''Mei.Sancrant
Address/phone/Email 1-Owens Corning:PKWY
Toledo,OH 43659.
(419)376-8360 . ' .' . .
m t ens
el SanCran @oW corm9.Coal
Quality Assurance Representative
i Address/PhoneJEmail
Category. Roofing
Subcategory Asphalt Shingles
Compliance Method
Evalu i n Report from.a Florida Registered Architect or a Licensed .
Florida Professional Engineer .
i ll Evaluation Report-Hardcopy Received
'Florida:Engineer or Architect Name who developed .Robert J.M.Nieminen
the Evaluator Report
.Florida License PE-59166
Quality Assurance.Entity UL LLC
Quaiity,Assurari Contract ExpiratiomDate 05/16/2020 "
Validated By John W.Knezevich;PE -
Validation Checklist-:Hardcopy Received
Certificate of Independence . . FL10674 R13 COI 701-7 01 COI Nieminen.pdf
Referenced Standard and Year(ofStandard) Standard Year.
ASTM D3161 2016 '.
ASTM D3462. 2010
STM D7158 A ' 2011;
Equivalence of Product Standards.
Certified By
.Sections from the-Code
Product Approval Method Method 1 Option.D
Date Submitted'. 10/1012017
Date Validated 10/11/2017
rioiiva DW1U11%l.ouC kinline rage.L OI G
fl ���'
L 5 Installation•Instructions
Approved•for use in HVHZ:.No FL10674 R13.IL'2017 10 F1NAL ER OG ASPHALT
.Approved fo'r use outside HVHZ:Yes SHINGLES FL10674-R13.odf
Impact Resistant:N/A Verified-By:Robert J.M.Nleminen PE=•59166
Design Pressure:N/A Created by Independent Thled Party:.YeS
Other:Refer to ER,Section.5. Evaluation Reports .
FL10674' R13 AE 2017 IT FINAL ER OC ASPHALT
SHINGLES FL10674-R13.Ddf
Created by.fndepeodentThlid Party:Yes
Contact Us.:2601 Stair Slone,ftoad.Tallahassee FL 32399,Phone*,850.4WM824
The State of Florida 15 an AA/EM employer. te of Florida is 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 resp6iseto a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.Ityou'have any questions,pleasgcontact:850.487.1395."Putstrant to
. .. - Section 455.275(t),Florida Statutes,effective October 3;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.If you do notwish to
supply a personal address,please provide the Department with.an email address which can be made available to the p0blk,To determine If you area licensee under
.Chapter 455,F.S.,please click here.. .
Product Approval Accepts:
. .
Gredit Gard :.
Safe
EXTERIOR RESEARCH.&.DESIGN,LLC:
Certificate of Authorization#9503
�N,i ���A '�T� 353'CHRISTIAN STREET,UNIT.#.
TRINITY T ERD 07(FORD,CT 06478,.
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.1Z-R8
One'Owens Corning Parkway. FL10674-R13
Toledo,OH 43659 Date of Issuance:02/06/2612.
(740)404-7829. Revision 8:-10/09/2017
SCOPE:
This.Evaluation Report is issued under Rule 6lG20-3 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 p'rodutt 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 products) changes, .the .
referenced Quality Assurance documentation changes; or provisions of the Code that relate to 'the pi duct change, '
Acceptance of;this Evaluation Report by the named.client constitutes agreement to notify, Robert.Niemineri, P.E:•if the
product changes or the. referenced.Quality Assurance documentation changes. Trinity IERD 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 "TrinityIERD Evaluated" may be.displayed'in,
..advertising literature: If an;y 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 mahufactureror.
its distributors.and shall be:available for Inspection at the'job site at the request ofthe.Buildingbfficial.
This Evaluation Report consists of pages 1 through 8:
Prepared by:
Robert J.M.Nieminen;P.E. %:Fs :' �;,�• The facsimile seal appearing was authorized by Robert
". �,�T, �",�
Florida Regis No.59166,Florida DCA ANE1983. . .' Nieminen,P.E.on 10/09/2017.This does not serve as'an. .
electronically signed document.
CERTIFICATION"OF INDEPENDENCE: - . .
1. . TriinitylERD.-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. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
- 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.
4�r TRINITY i ERD
ROOFING SYSTEMS EVALUATION:
1. SCOW
Product Categ orV: Roofing
Sub-Category: Asphalt Shingles . .
'Compliance Statement:.Owens Corning Asphalt Roof Shingles;as produced by Owens Corning,have demonstrated .
compliance with the.following sectionso.f the 6th Editiori (20V).Florida"Building Code and Florida Building Code,
ResidentiaFVolume through testing in accofdanre with the follovaing,Standards. Gorrtpliance;is subject.to the
Installation Requirements and Limitations[Conditions of.Use set forth herein.
2. STANDAADS:
Section PropertyStandard Year
1507:2.5;11905.2,4 " . Physical Properties: ASTM D3462 2010
1507.2:71,'R905.2.6.1•. Wind Resistance ASTM D3161' 2016
'1567:2:7:1,A9651.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enti Examination Reference : Date
UL LLC(CER9626) Physicals'&Wind Resistance ' File R2453,Vol.3 02/15/2007 .
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453. 05/16/20i2
UCLLC(TST9628) Physical Properties. 06CA202fi3 04/18/2005"
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 07-/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
.. . . ULLLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628)" 'Physical Properties - Classification letter 10/92/2015 .
Miami-Dade(UR1592)• FBC HVHZ Compliance VaelD,us NOAs Various'
UL LLC (41.JA9625)- Quality Control Service ConfirmationUp.05/15/2020
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 asphait'roof shingles.
4:1.3 Devonshire'"are fiberglass reinforce.d,.5-tab asphalt roof shingles..
4.1:4 Duratiori®, TruDefinition- Duration Duration Premium Cool, .TruDefinition Duration Designer Color
,Collection,-TruDefinitionAakridgeo,, Oakridge® and WeatherGuarda HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1, Berkshire Hip &.Ridge Shingles, High Ridge,WeatherGuardO HP Hip& Ridge'Shingles, Prolidge Hip& Ridge
Shingles an,d DuraRidge""Nip&Ridge Shingles are fibergiass reinforced,.hip.and ridge asphalt roof shingles.
4.3 . .Accessoiv Starter Strips:
4.3.1' :Starter Strip Shingle,StarterStrip Plus and Starter Shingle Roil are starter strips for asphalt roof shingles.
5: LI iTATIONS:
5.1 This is a building code evaluation. , Neither Trinity)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
-far 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.
Exterior Research and Design,LLC:, Evaluation Report 037940.02.12-R8
CertiFcote oJAvthortzaiton#9503 6�"EDITION(2017)'FBC NON-HVHZ EVALUATION FL1067+R13
Owens Coming Asphalt Roof Shingles Revision 8:10/06/2017
Page 2"df 8
-Q TR TY I ERD
SA Wind Classification:
5.4.1 A{1 Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2-7.1'
and 11905.2.6:1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are,acceptabie .
for use"in -all wind zones up to 'V;I,d'= 150 mph (Vult = 194 mph), Refer to Section-6 foe 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 R965.2.6.1 to ASTM D3161,Class'F,indicating the .
'shingles are acceptable for use in all wind zones up to Vasd=150 mph(Vult=194 mph). Refer to Section 6 for
installation requirements to rneet:this wind'rating.
5.4.3'. Classification by ASTM D71S8 applies to exposure category B or C,"as defined'in FBC 1609A.3,and.a mean.
roof height of 60 feet or less:. Calculations by.a qualified design professional,are:required forconditions
outside these limitations: Contact the shingle manufacturer fordata 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 61620-
6. (NSTALtAT10N:
'15.1 Underlavment:. ."
i.1.1' . Underla merit shall be acceptable to Owens Cornin , and.shall 'hold current Florida Statewide Y P g e i'roduct.
Approval,or be Locally Approved per Rule 61G20-31 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: . " . .
➢ Berkshire`shingles require minimum five(5).nails per sh-iingle.
➢ WeatherGuarde HP shingles require minimum six(6)nalls.per shingle.
➢ DevonshireTM'shingles require minimum six(6)nails per shingle.
Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published"information an wind-resistance and installation limitations.
6.2.2 fasteners shall be in accordance with the manufacturer's published requirements, but not Tess than FBC
1507.7.6 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 underlayment Deck Felt unduf3yment Deck Self�dherad,
Wothe�L i,.
Sell-adhered ondadaymonf
WeatherLocke -�
`tc underlayment
Drip Drip edge DOp
edge -
Nails located
Nails locates! 2-�`{mm eava
2"=3`from gave
Install first Self-sealing adhesive. Sell4ealing adhesive
Instagraststm-e,stri Pius
Starter Strip .positioned along eava. p - - positioned
along eava
Shingle with - \'� :. �With tr removed .Y -- -
6"removod
Starter Strip shingle overhangs eaveis'and rakes 4i=ii' Smrtu 5ttip Pin ovcrhunps eaves andrakes l/4=7/4
'Exterior,Research and Design,I.I.C. Evaluation Report 037940.02.12-R8'
Certifhate ofAutharizatlan tt9$03 6 EDITION(2017)FSC NON-HVHZ EVALUATION, FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017. .
Page 3 of 8
JTRIN[T-y-
6.2.6 Minimum Nailing-Classic®&Supreme: .
r . r •
Normal Mansard or. Area pare Normal Mansard or. Aiaa"pam
Wind Areas High Wind desvenos V. Wind Areas High Wind 'dasvanea y
Area,pare vientos normales Areas, vlentoe fuertes Area pare vienras normeles Areas viuntas:fuartas
1.1r IAI t1•i ra.• z•. lE r2` 11z i' !AI 1^ r1. z.. . lB) z• . 17
I
6•Exposuro 6.518°Exposur®,
Exposici6n Exposicidn '
6.2.7 . Minimum-Nailing Berkshire".:.:
Sealant stdp' Sealant strip
La 11fa de seUaciar. . . /la tira de seYada
I
B Y:° g Yt 9 Vf' g Yi' 1 ` .g ik.. 8 IV.
,
r .
Standard Fastening Pattern 6-Nail.F.astening.Pattern
SeaFam strip
-of 49
. La Ura de saf7adar
8 .
1'J
s
s
2°" Asphalt roormg cement .
CeamntodetechodeasiaYo .
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report O37940.021Z-R8 "
Certificate ojAuthoriiadon 09503 6r".EDITION(Z017)FBC NON-HVHZ EVALUATION FL10674R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
"
TR NITY i ERd
Minimum Nailing 7 Devonshire"":
a.
Nails
5.5/8'exposure.
Exposid6nde5418puig .
..Sealant location. T
Ubicaci6n del sellador
Un 1"Spotd of Asphaft Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern'
6.2.9 Minimum Nailing:- 'Duration®, TruDefinition° Duration, DuratiohP Premium,Cool &.'TraDefinition®
Duration'Designer Color Collection:- .
4-Nall Fastening Pattern 67Nall Fastening Pattern. .
. . . :. :. . "svranurstsstenexgarea wtdth _ _ - swattvtarr,+enlrtp area wmur . - '
Nam wpiwl
1 12^ j(Ir iT 1". 1r jJJ 1z r
E,
r tn-sr✓a.. - sire^6.5ra- U=�'
Standard Fastening Pattern 6-Nail,Fastening Pattem,
"
Fastening fat Slopes Greater'rhari 21:12"
. SuroneeU lutontne uoa W ah
jfj+r� jJ('We.Typiw
12- 11 -- -
5.1
t'Spots 01l pme R-V gCement
Mansard or Steep Slope Fastening,Pattern
Exterior Research and Design,LLC: Evaluation Report 037940A2.12-R8 -
Wdjtcate a}Authorkation#9503 „6"r EDITION(2017)F$C NON-HVHZ-EVACUATION FL10674-R13
Oinrens,Cotning Asphalt Roof Shingles Revision 8:10/09/2017, '-
Page s of 8
J TKINI1 Y#ERD
6.2.1 .. Minimum Nailing'-TruDefinitioneOakrida&,Oakridgeo-
4 Nall Pattern 6 Nall Pattern.
fsquema sane clai os - £squema.con 6 davos.
r r
......••._.,—.—:_._.._—_,e_ _ :rt-:- �r —� �— it
6618"Expooure yaps 66/S"Exposure, Nags.
&poskidn de 5W8pdg' Clam'. Exposierd»de d S/Spurg 65l8 Expostne Claws_ 6,6/6"Exposure
Eitposiald»de56/8pu1g E xposldTd»de 66/8pufg
Standard Fastening.Pattern 6-Nail Fastening Pattern
Fastening for Siopes Greater Than 21a2
• aorokalW lastenmg moe w100, •, ,. '
a _ r
epm of Aapt.1 R io.gcoma-
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
Bloy10 We Vl*w
WIN"hrbwvd
.•. {• rmdrrTh MUDW udi lass
Ciw��iiltsiireiQsselis,
Exterior Research and.Design,.LLC. . . Evaluation Report 037940.02.12-R8
Certifrcare of Rurhorfzorio»Jt9503 6r"EDITION(2017)FBC NON-HVHZ,EVALUATION FL10674R23
Owens Coming Asphalt Roof Shingles - Revision 8:10J09J2017
Page 6 of 8
TRINITY j ERD ..
6.3 Hip&Ridge Shingles:
6.3,1.: Installation of Berkshireo Hip and Ridge Shingles, High Ridge,We
atherGuaW HP Hip'atid Ridge Shingles.
and ProEdge Hip & Ridge Shingles shall comply with the,Owens Corning current published•instructions,
using four'.(4) nails per shingle. .Installation of DuraRidge'" Hip A.Ridge Shingies 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 6se.of'harid-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—Berkshire®Hip.&.Ridge and High Ridge:
Fig.1.' '�_._ . ( Fig:2
• . . . . . . . 'Diroaron _�,r` SS � loPVriw 'staemm '
' NABS—'-- ?,� •' `�: t � t ...�� �._T_ N.�Fs -
A I t
f I I i
B- ai
6.3.4 Minimum Nailing WdiltherGuar&HP:Hip-and.Ridge:
,Fig,C Hip&Ridge Shingle Fastening
Fig.A
. PtoaaB S't9W F , Top ttt2P1 . .
•q I I
ETpawm
Exterior Research and Design,U.C. 'Evaluation Report 037940.02.12-R8
Gertlfrcote ofAuthorhotion 99503 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674R13
Ow
ens Coming Asphalt Roof Shingles
.Re vision 8d 10/09/2017 .
Page 7 0f 8
" t
. TRIN TY CI
6.3.5 ." Minimum Nailing-ProEdge Hip St Ridge Shingles:
Pravailing d . .
• Standar
Wind Direction Fastening
Saalani5trip Pattern
+'S �
8'.t xposaro. I
•" i Sextant.
aster 7,�• ".
. CoverExpased
tT" osure
Fastanars with
Roof Cement
6.3.6 Minimum Nailing' a}uraRidgeTm.Hip&Ridge Shingles:'
Note:The drawings below.pertain-to minimum;as-tested attachment requirtinients.-Refer to Owens-Corning,
published installation-instructions for their minimum'requiremerits.- '
Vw en pWn."
." " f)irotdtadtlrium praktnimnta_ �r' Ykcasuperbr
tots�inl7 SuraWaY_ • `�""
t m
9 "
J.
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 an.F.BC - 1
Table1507.2.7.'1/R905.2.6A.
8..' BUILDING PERMIT REQUIREMENTs:
As required'by the Building.Offcial or Authority Having Jurisdiction.in,order"to"properly."evaluate the installation"of "
this product.
9. MANUFACTURING PLANTS:.
Conn'act'the named QA entity for information on,which plants'produce products covered by Florida"Rule 9N-3,QR
requirements.
10.. QUALITY AssURANCE'ENTITy: .
UL LLC=QUA9625 (631)546-2458;Kanchi.Agrawala-Dokania@"uLcom
END OF EVALUATION REPORT
Exterior Research and Design,LLC. EvatuatPoit.Report t}37440.0212-R8 •'
CertijlratepfAuthoriiation#9503 6 EDITION(2017)TBC NON-HVHZ EVALUATION FL1067A-RI3
Owens corning Asphalt Roof Shingles Revision 8:10/04/2017 ."
" Page 8 of 8
Florida Building Code Online Page 1 of 2
• 8C[S Nome Log In "User Registration' Hot Topics , Submit Surcharge S=&Fads PubRcaMns:I FaC Staff j BCiS Site Map;"Unkt'! Search -
:� Product Apprmral .
. R p; ' USER:Public User
Product ADDM01 Nlenu>Product or Application Search> lica[i licad it . . . .. .
'FL# FL17206=R
Application Type: on
Code Version" 2017
Application Status Approved
Comments "
Archived
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/Emall ,
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.
LJ 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/car/car_app_dtl.aspx?parazn=wGEVXQwtDgV0QPGQVtV.:. 4/17/2018
Florida Building Code Online Page 2 of 2
Date Pending FBC Approval 02/16/2018
Date Approved 04/10/2018 _.
Date Revised 04/11/2018
Summary of Products
Model,Number or Name Description.
17206.1 TYPE II.underlayments-HVHZ #30 Asphalt-Saturated Organic Felt
I of Use Installation Instructions
Approved for use in HVHZi Yes FL17206.R4 II Woodlands tndustries WI1-608-02-03 Test
Approved for use outside HVHZ:'Yes Report-:ASTM D 226 TJpe II Na.'30(11'.Ddf
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 Tvoe II'No.30(11.odf
Next
contact Us:;2661 Blair stone Road,Tallahassee'FL 32399 Phone:050-O-1024•
The state of Florida Kan AAlEEo employer.Coovrteht-2007-2013 state of Florida.c:.Privacy statement:;Accessibility Statement::Refund Stalement
Under Florida law,email addresses are public records-If you do riot want.your.e-mail address.released in response to a public-records request,do not send
.� electronic'mail to.this entity.Instead,mntad the office W phone or by traditional mail.IP ydu have any questions,please contact BSb.4W.1395:-Pursuant to..•. . . . .
Section.455.275(1);Florida Statutes,effective October 1;2012,Itcensees licensed under chapter 455,F.S.must provide the Departri... 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 do not wlsh'bD , . .' .
' supply a personal address,please provide the Department with an email address which on be made available to the public.To determine rf you are a licensee under'
Chapter455.F.S.,please dick ere-
.. : Product Approval Aecopts: . .
Credit Card
Safe .
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQWtDgVOQpGQvtV... 4/17/2018
.41
CONSTRUCTION MATERIALS
TECHNOLOGIES
LABORATORY TEST RESULTS '
Report for: Woodland Industries:
1520.Kalam6zo6 Drive
Griffin, GA 30224
Attention: . . Bill Ward
Product,Name(s): No.30_ . Manutacturer: Woodland Industries
PRI-CIVIT Project-No.: ,WIV008-02-03 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 described 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(Pycnometer Method);ASTM D 146:
Standard Test Methods for Sampling and Testing Bitumen-Saturated Felts and
Woven Fabrics:for Rooting and 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.
Wt1-008-02-03 PRI-CMT Accreditations:AAMA:[AS;Miami-Dade:Florida;Los Angeles;CRRC;UL
The test results,.opinions,or interpretations are based on the material supplied byte client..This report is for the.exclusive use of stated
client. No reproduction or facsimile in any form can be made without the clients permission. This report shall not be reproduced except In
full without the written approvalbf 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 Conshn ton Materials Tedmclogles LLC 6408 Badger Dri a Tampa FL33610 Tel:813-821-5777 Fax:813-621-5840 e-ma7;materiatstesfmg@pdcmtwm WebSim:ht1 J1www.priantcom --
Woodland Industries
ASTM D 226 for . . .
No.30..
Page 2 of 3
Results:ASTM D 226
MethodReqUirement
Property Test Result Type 11
Physical Requirements;
Breaking Strength(Ibf/in width)
•20 specimens; 1"x 6"x thickness; ASTM D 146
Cond.2h @ 73.4±34T&50±5%RH;
Test 0 73.4±3.6'F; Rate-2in/min
Longitudinal(with fiber grain). 66 Z 30 z 40
Transverse(across fiber grainy 29, z 15 ,z 20
Pliability jPass/Fail] . . .
10 specimens; 1"x 8"x thickness; ASTM D 146 '/".radius %"radius .
Cond. 10715min in water @ 77±1.8°F;
Test 90"around.W radius in 2s
. .Longitudinal(With fiber.grain) Pass. Nd Failures No'Failures
Transverse(across.fiber-grain) Pass No Failures . No:Failures .
Loss on Heating (weight%) .
.2.specimens; 12".x 6"x thickness; ASTM D 146 2 5 4 _ s 4 .
Test Cond.-221.±5°F for:5h+3min
Diinensions.and'Masses ., .
Width of Roll(in) ASTM D 146- 35 W& 36±1/4 .36±1/4
Area,.min(ft2) ASTM'D 146 218 432 216
Moisture at Point,of Manufacture(%) ASTM 0 1.46 NT 5 4.3 <_4.1
As Received' 3.2 5 4.3 . 5 4..1
Net Mass of?Saturated Felt(lb/100W) ASTM D 146 26 z 11.5 :26
Mass'of Saturant(Ib/100W) ASTM D 146. 17.5 a 6.2 z 15.0
Mass.Ratio of Saturant to Desaturated Felt ASTM D.226 1.5 z 12 z 1.5
Saturation Efficiency(%) ASTM,D 226 NA >70
Mass of Desaturated Felt(lb/100ftz) ASTM.D 146 11.4' z 5.2 >_ 10.0
Ash(%) ASTM D 146 5.0 <_,10.0 5 10.0
Continued on Following Page.
V1111-008 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 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 Conshuctbn Matedels Technologies LLC 6408 Badger Drive Tampa,FL 33610 Tel:813.621-TM Fax:813-0-5040 e-maII:mate"tes6ng@ocmtcom W&Sba:hVpJAw4v p&mt wm
Woodland Industries,
ASTM D 226 fog
No:30
Page of 3
Pr
Requirement
..- •. Result
p_
Perforated.Felt(in2) ASTM D 226 ': NA s 0,05
Average Venting Area(%) ASTM D 226_ : NA z 0.1
t r
Unrolling 50°F,and.140'F[Pass/Fai] ASTM D 226 Pass. No.Damage No Damage
Note(s): 1- Moisture(As Received)was utilized in lieu 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 I I prescribed in. .
ASTM D 226-09: Standard Specification for.Asphalt-Saturated drganic Felt•Used in Roofing and
Waterproofing. . .
;ry K:reRdv+ y '
Signed:
Florida 4 Pro essibnal Engineer '
.E.Number-744621 C,`�,F. O c F. "=�
`` h•
Date:. :•.
Report'lssue History:
Issue# 'Date. Pages I Revision Description(if applicable) .
Original 09/18/2017 3 NA
END OF REPORT
. .WII-008-02-03 PRI-CMT Accreditationsi 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 excl usive use of stated
client: No reproduction or facsimile in anyform can be made without the client's_permission.This report shall not be.reproduted 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 Construction Materials Technologies LLC_6408 Badger Drive Tampa,n.33610 Tel:813.621-57T! Fax:813-621-WO e-mail:materialstesting@pdcmtcom Web&te htlpJAvwwpdcml com