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HomeMy WebLinkAbout20-22233 i r CITY OF ZEPHYRHILLS 5335-871H STREET (813)780-0020 22233 BUILDING PERMIT PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 22233 Address: 6053 20TH ST 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: ZEPHYR BREEZE Est. Value: Parcel Number: 02-26-21-0190-00000-0090 Improv. Cost: 5,649.38 OWNER INFORMATION Date Issued: 1/08/2020 Name: MORROW, MARY Total Fees: 105.00 Address: 6053 20TH ST Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 1/08/2020 Phone: 863-640-3332 Work Desc: INSTALLATION 10 X 10 SHED CONTRACTORS APPLICATION FEES TUFF SHED INC BUILDING FEE 105.00 i Ins ections Required FRAME 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. OONTR2ACT�O�RSIGNAATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813ae0-0020 City of Zephyrhills Permit Application Fax-e13-780-0021 i Building Department / A Date Received v ` Phone Contact for Permitting f TJ �7— Ci Owners Name Owner Phone Number s3 ao4h s4 , i no Number Owners Address L'- � r.,� Owner o Fee Simple Titleholder Name5ciA Owner Pone Number Fee Simple Titleholder Address JOB ADDRESS OtQ t r fjS I , LOT# SUBDIVISION el PARCELID#Vl �V Q/ `© oo-00 WORK PROPOSED I etI NEW CONSTR e ADD/ALT Q SIGN NED FROM PROPERTY T�TrcE)DEMOLISH IU��J INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION Q7 / BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK AT 004(I ` �q ® ( P j ,e Il BUILDING SIZE O X 10 SQ FOOTAGE HEIGHT ( X MBUILDING $Cl C l�Q VALUATION OF TOTAL CONSTRICTION (` =ELECTRICAL $ 5p •J✓ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. IV SeT? ow =PLUMBING $ I -�/V 1 �j I =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER, FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES N BUILDER "REGISTERED ' SIGNATURE L� REGISTERED Y/IN I FEE CURREN Y/N Address License# ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/IN FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/iN FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENL Y/N Address License# 111111.1111111111111111111111111111111111111111111111111111111111111 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,Stornwaler Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,.Site Work Pennit 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,Consfruc�ion Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All com ercial 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$2600,a Notice of Commencement is required. (A/C upgrades over$7600) 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. j 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 lnspaction Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors,I.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. _ I 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 projectldoes 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 withlapplicable 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. I 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,I 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 Imay 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 iwhich 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 COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR \ Subscribed and sworn to or affirmed before me this ub crib d and sworn or affi �1�befo 0 is by ( ) g by E NV C�1��' Who is/are personally known to me or has/have produced Who is/are personally known to me or haslhave produced as identification. as identification. Notary Public //'+ Notary Public Commission No. Commission o. l'> V,., Name of Notary typed,printed or stamped Name df Notary typed,printed or stamped " KELVIN MATHIS t�' •State of Florida-Notary Public =.{ ;+i'.. Commission # GG 170775 Y Pc My Commission Expires December 25, 2021 f Sheds and Car orts Plan Review Com en 1) All property markers sha_II.be fully exposed at time of inspection.. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per man ifactUries 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 ordinance�780=01 . . . _ 9) No accessory building shall be larger than 30.0 sq ft without site-plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be per (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 and be consistent with existing architecture of th.�.principle building and adjacent properties. 13) Fence shall not encroach neighbor's,private property or right of way. 14) Fence shall bq 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#201921 5i 09.OR BK 1.0024 PG 3503 Page 1 of 1 12/1812019 01:46 PM Rcpt:2118502 Rea:10.00 DS:0.00 IT:0.00, Nikki Alvarez-Sowtes,Esq.,Pasco County Clerk&Comptroller THIS INMUMENT PREPARID IM' Flow.. KeWma te=Tifflabd Adrir�s:. amps, NOTICE OF COMMENCEM.ENT Parf+1 iD.Nulilher: .02-28.21-01 F�0000�0090 Ttie.undand�ed hetabYiTbee notice. st niptlweinesit vEt be titeda tocadeA aid inecmdence v ztt Chester 715.Florida SMAWlhe fo8arhig i�ohneBon is prwlded M 111it Nance dfCantitencemellL 1. DFBCRN+"nokbi+'pROPBmr,:cLadd+�a�lohcrferopmpert}rana•draesaddren.ua,��le). _3ingle F111t1i1Y Res I ZEPHYR't3tiEEZE.SUB P81.4 PI38 141-1AZ.LOT 8 i 8053 20TH SIREEF, PHYRHILl.S.FL 33642 _ I ' $ 08NERAi.Q&eCR11r1i0N OF I�DV861fif1T: 10xi0'tahed 3. OWNIER OIFOI;ytIAZON OR U3S8tEd1111FORMATiON 103W I EStS6E 6ONTRA0YED:FOR7i1 B 0WR0V6AzN . Nomeaddaddrw.MARYMORROW-8053ZTHSt WrZEPHYRHILLS.FL33543 tnteteit tit'properiy;.�FSet � Eepsfirple'IttliHold■r(Yottuumartag Dotw94—piv.r,� Iri �.'COtTTfiAtiiDRc Hamx TUff•9hed.C3Ctinse#.Ct3C125W4$ 1 PhoogNutiberg_813457�6 M1 Addrow Ml Jetwn SC T FL'33819 5 'SilRETY'{If agxpllctfieM,a copy uftlla.Pol bonif to atfl�taldji-Nmrs WA Addreie: I_„__,,,� Amount of Bootl: e LH1t0E1 Nona Phone Nu dw, $ddreai: 7: i+tiftordwtihlntlle8lateofFlarfda0aatpnabodby0amer}iponwhomnotlaidrofhir•daleorianFbsmay'be.atwedoprovhiedhySeotton T13,13�1j(ti17..FkaldaSfatutes. 1�an�,WlA Ph"Mftn br Addmw 6. tnaddt ,Ownar ( of tnrebeN¢d copy of lla LtenoYa Naflr�ae preuided b►8e6Uon 7t31$(i)@).F7oiWe Statulaa;Mom nuni*r: S r11Dtle.oTNotkeot Co�rneno�tltlrn(iTiseltpltatt�t le 1 yeatliofn date of raaordlrtp unless a dSdetsni data'(a spse{fied} L*PMNa•'b WAA-Tt ANY PAYMMS MADE BY THE-MAWR AFTER VW EXPMATPH OF 1HE'NO*n=OF COFSA7WCE#E TAW CONSIDERED IM PRO PE t PAY4WS UN DER-C HAPT ER 713,P AR T7:S O7"71213,FLOR OA ST A7 U ES A ND..0 AN 2E 8UL T i N YOUR PAYIW*7wtmFORIMPQUsENmTOYOURPPZPERY.AtmcrOP ENEmEwratsrBERECORDSbAHD .OsfBrORE-THEFRBTQ$ ECON..tFYOU1NTEwDTO09TA1N PINANMNO;COMUL?WmYOUR.LENDEROROASADTDRNT BFORE TC1NOWORK.ORRECORDNO YOUR NOTiCE•OP COMMENCEMENT painllka'ofp IdectHsfhaliFuuaraodtftsfaia;;bi nil andthatthsfit".hiitaretmetp#w6antormytaxiwfail ,and ", MARY MORROW Vir OR :ist of Fio Gou*iDf Ivi�ro ,,L� 7rie.forrpolnp l�bumlNrdavn l4ofmorlladpar!bNOre me We. h2'' I dvy of- Who Is porrimiMy bumin'to no O oR Wholtee?M*Md Identi P.W%Mde IdR'' KEWiN AT Is DL r ,State of ploride-Nour.Public -+ a omm ssion f w 170775watirstanu+� �"� Goinmis!lon Expires •,,un\� ppcbrKhar,T5.1021 c TUFFSKER Sales Order Location: TAMPA 1.N470 1 813-657-6091 Scheduled Date: Factory Location: TAMPA 1#470 1 813-657-6091 Created Date: 11/30/2019 Kelvin Mathis 1(813).841-9492 I Mary Morrow Prepared by: kmathis@tuffshed.com Customer p.863-640-3332 1 c.863-640-3332 myrnary1963@gmail.cc.m SF SO 00207205 Special Instructions: JDE SO Customer PO 6053 20th Street Serial Number: Ship to Addtess Zephyrhills,FL 33542 us � . ~{Y1�.��c r{,ai```e��^• - :Yel'���.r,4 . - _ ..I Premier Tall Barn 10 x 10. $3,203.00 1.00 $0.00 $0.00 $3,203.00 Paint 10%of building base price $321.00 1.00 $0.00 $0.00 $321.00 Permit and Permit Processing Fee $2.50 100.00 $0.00 $0.00 $250.00 Shed Anchor into Dirt-Auger or MR88 $50.00 4.00 $0.0.0 $0.00 $200.00 Overhead Loft $4.75 40.00 $0.00 $0.00 $190.00 High Wind-Retail $1.70 100.00 $0.00 $0.00' ' $170.00 Lifetime Shingle Upgrade • $1.00 161.00 $0.00 $0.00 $161.00 Pair of Heavy-Duty Wood Ramps and Sill Nosing $155.00 1.00 $0.00 $0.00 $155.00 Leveling 5"-8" - $150.00 1.00 $0.00 $0.00 $150.00 Engineering.Fees $1.00 100.00 $0.00 $0.00 $100.00 Additional Heavy-Duty Ramp Plank $49.00 2.00 $0.00 $0.00 $98.00 2'x2'Horizontal Sliding Window $140.00 1.00 $0.00 $70.00 $70.00 Ridge Vent . . . $11.00 0.00 $0.00 $5.50 $55.00 Accent Paint Color $50.06 1.00 $0.00 $0.00 $50.00 Horizontal Transom Window in Door 4'door $90.0.0 1.00 $0.00 $45.06 $45.00 Door-Drip Cap(4') $35.00 1.00 $0.00 $0.00 $35.00 12"x12"Gable End Vent,White $32.00 2.00 $0.00 $16.00 $32.00 Shutters $55.00 1.00 $0.00 $27.50 $27.50 Door-Decorative Single Door Trim-Wainscot $39.00 1.00 $0.00 $39.00 $0.00 Black Door Hardware-Single Door $40.00 1.00 $0.00 $40.00 $0.00 Delivery Fee $95.00 $0.00 $0.00 Gross Total $5,716.00 Discount. ($403.50) Net Total $5,312.50 Tax $336.88 Grand Total $5,649.38 BOUNDARY SURVEY LEGAL DESCRIPTION: LOT9, ZEPHYR BREEZE SUBDIVISION,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 14,PAGES 141 AND 142,OF THE PUBLIC RECORDS OF PASCO COUNTY FLORIDA. FLOOD INFORMATION: 1f6053 201h Street BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WW W..FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND 114 CITY OF Irn,tP�e l•r ZEPHYRHILLS,COMMUNITY NUMBER 120235,DATED 9/26/2014. Page 2 of 2 This survey is not full and complete without.the attached survey report,P49e 1 of 2. 053 20T 1 ST , ZEPHYRHILLS,FLORIDA 33542 Fld.7" GO I J1 ' I I Lot 10 N 89°11'55'E I 100.D0'(P) 1Fn° 1 NBT20'64'E I 100.241M) Fnd.7rCQe�* I 31% e8 1' 0]N a L , . 1 `a•'v � Ncl�.,caa a li ,` .. I. . . f0 9 Conna one StoryLr '. laff g i SZ 4' 1 a.1r I O Lot 9 I �`.,•1................. I os. Iffir F.&W C Y 1 'tno Lon 1 89.11-65-W 100.101M) - I t S '11,55,Wote00.0011' I I- � I i ' 0 �a N t t. W E L1 y S 00'20'32'E 65.00'(P) S S 00.2675'E 65.041M) Gra hit:Scale S 00'20'32'E 65.00'(P) S00'19'41'E 65.04'(M) RerlrbngAbrWFeroe-O61fal1e-TCK 1-' 36, 6 ' Scale:1'=30' Field Date:MENM 9 -Notes- IlweeyCe that - ltlly Mary survey of Mo strove Da3albod PropaAy r >Survey N Baeed upon 116 Legal Dest aidion SuppBed by C mx,sM Cunoct to mo Sea amy WoMedpo oM BiWas mcwysurvoyM' Drawn By: under Ohsauon on IM Date Sham,Based on lrh matbn fumNlrod to Ma L > n9 andlor Htat have to tleen Researched Gaps. Bs and commms to the sswwerda orPmaeto for Land Swvoyhg c .cNalew ov�Pa h the State d Fbdda h ecaoldenae wMh Cluotel 6d•17A92 Fbdds Pc -Polnt m >Sutr)ael to arty Eesemetd}andlor Rwldc tkM dRec0 Ad,ryMFa *Codes,Punuent xma e72Rz7 Fbrke SWutaa. , . TUFF SHED* 605a 20th Street Zephyrhills FL.33542 Q-360780 6. I ti . Wall D t Wall A Wall C Wall B Base Details Options Details Jobsite/Installer Details Building Size&Style High Wind Do you plan to insulate this building after Tuff Shed Premier Tall Barn-10'wide by 10' High Wind-Retail installs it? long Windows No Door 2'x2'Horizontal Sliding Window, Is there a power outlet within 100 feet of installation 4'x 6'2"Single Shed Door,Left Hinge shutters location? Placement,In Door Horizontal Roof Yes Transom(4'door),Wainscot, 10 Lin"Ft Ridge Vent The building location must be level to properly install the Decorative Door Hardware,Drip Cap, Floor and Foundation building.How level is the install location? .Wood Ramp(pair)with Special Sill 4 Ea Shed Anchor into Dirt-Auger or Within 5"-8"of level Nose,2,extra ramps MR88 Will there be 24"of unobstructed workspace around the - Paint Selection. Interior perimeter of all four walls? Base:Autumn Gray,Trim:Delicate 40 Sq Ft Overhead Loft Yes White,Accent(Doors):Brick Dust Vents Can the installers park their pickup truck&trailer within Roof Selection 2 Ea 12"x12"Gable,End Vent,White approximately 200'of your Installation site? Weathered Wood Dimensional Loft Yes Premium Shingle Wall C_Straight Loft,4'Deep Wall C Substrate Shed will be installed on? Drip Edge. Grass White Customer Signature: Date: Tuff Shed,Inc. Customer 7Nae State of Florida License Address - _. _CBC 1253645 Style. Y/0 PRODUCT APP110VAL CCIVER SHEET As required bV Florida Statue 55.3.842 and Florida Administrative Code 9B-72,please find the Florida State Product Approval.Numbers or Miami-Dade Notice of Acceptance for the building'components listed below. Items checked.will be,utilized on the building or structure.The prod ujcts are listed online at PRODUCT TYPE Manufacturer Model# F1 Product# Siding.(Panei) LP Corp. __ Panel FL 9190.6 16 (Lap) _ James L. Hardie Lap FL20477.1 Window-Single Hung PGT Industries,Inc FL242.9 Window-Single Hung. Silver Line Vi 1-Series FL14911.5 Window-Sliding Tafco Corp. Series 82000 . . FL20743.1 Flxed'Transom Innovations Inc.. TIansom FL17667.1 Sundance Double Door Tuff Shed,.inc. Sundance FL22202.1 Premier Double Door Tuff Shed,Inc.. Sundance FL22202.2 Sundance Single Door . Tuff Shed,Inc. Sundance FL22202.3 Premier Single Door Tuff Shed,Inc.. Sundance- FL22202.4 Steel Door-Inswin Jeld-Wen 61Panel/3068. FL11136.1 .Steel poor-putswing Jeld-Wen Oanel/3069 FL11136.2 Full Lite Door Jeld-Wen 3668 ' FL17454.1 Full Lite Door Jeld-Wen 6668 FL17454.1 9 Lite Door Jeld-Wen 3068 FL12509.3 Flood Vent Flood Solutions,LLC Foundation FL17588.1 'Ridge Vent Owens Corning Ridge Vent FL10758.1 Overhead Door Overhead Door Corp.- Garage Door FL14170.1 Roof Underlayment GAF FeltBuster FL18686.1 Roof Underlayment Woodland Industries 341b. FL17206.1 Asphalt Shingles GAF FL10124.1 Asphalt Shingles Owens Corning ( FL10674.1 Metal Roofing Marlyn Metals,Inc. Mar-Rib FL8393.1 PT Wood � r uL=20-L1-u1yu-uuuuu-UU9U rasco county rroperry Appraiser rage 1 of 2 Parcel ID 02-26-21-0190-60000-0090 (Card: 1 of 1) Classification 00100-Single Family Mailing Address. (Property Value MORROW MARY Ag Land $0 . 6053 20TH STREET L nd $15,795 ZEPHYRHILLS, FL 33542 Builiding $58,527 Extra Features $847 Physical Address 6053 20TH STREET, Just alue $75,169 ZEPHYRHILLS, FL 33542 Assessed (Non-School Amendment 1) $75,169 Legal Description (First 200 Homestead $25,000 characters) Additional Homestead $25,000 See Plat for this Additional Exemptions -$500 Subdivision ZEPHYR BREEZE SUB PB 14 PGS Non-School Taxable Value $24,669 141-142 LOT 9 School District Taxable Value $49,669 Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) Line Use Code Description Zoning Units Type Price Condition Value 1 010011 LP1-1 SFR. 0OR2 6,500.00 SF $2.43 1.00 $15,795 Additional Land Information Acres Tax Area FEMA Code Res Code Com Code Condo Code 0.15 30ZH -- ZEBZ ZEBZ ZEBZ View Sketch_ Building Information - Use 0100-Single Family Residential (Card: 1 of 1) ear Built 1977 Stories 1.0 Exterior Wall 1. Concrete Block Stucco Exterior Wall 2 Concrete or Cinder Block Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Carpet Flooring 2 None Fuel Electric Heat Forced Air - Ducted /C Central Baths 2.0 Line Code Description Sq. Feet Value- 1 BAS01 LIVING AREA 882 $47,272 2 FGR01 FINISHED GARAGE 392 $8,415 3 FSA01 FINISHED SCREENED ALUM PORCH I120 $2,251 4 FOP01 FINISHED OPEN PORCH 42 $590 Extra Features (Card: 1 of 1) Line Code Description Year Units Value 1 RDWSWC DRVWAY/SIDEWALK CONC 1977 500 '$256 2 RCLFENCE CHAIN LINK FENCE 1977 800 $360 3 RUDU-M UNFIN DETACH UTIL MT 1990 1 $110 4 RCLFENCE CHAIN LINK FENCE 1996 268 $121 Sales History Previous Owner: PRESCOTT GEORGE W &TARA M Month/Year Book/Page Type DOR Code Condition Amount 06/2019 9926 / 1935 Warranty Deed 01 Improved .$145;000 01/2017 9491 / 2045 Warranty Deed 01 Improved $74,900 07/1984 1347 / 0051 Warranty Deed Improved $32,500 http://search.pascopa.com/parcel.aspx?parcel=2126020190000 00090 12/18/2019 i City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Cl 4LSite: (QD 6-3 ?4-�) II wo Permit Type: a2 01 Approved Who comments:❑ Approved w/the below comments: [ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. 02 2020 Kalvin ' zer—Plans Examiner Date tontractor and/or Homeowner (Required when comments are present) �f -__ w....... rage 1 or Z 4 .r •'.5,. '.11.`. y •I- `;i .�_......t—• —.«34;`p c"__'"' ,}.sv^"w.^�R ' i'f:t• ,_#: 'r:. - . - 'rp n, ,'a.. I r.:l i'R'�'.•L'�'j' .S` w�,3iin` v'y.•;—` p :y'� �t - N .+;.�[:.,' � `QI'.'f"�«`r•(Y; n .�`'Y .•i.`„ f-- tA i�* .i 'f:_:,� �r,�ta'.' `,+�i:i!' .9 t3._,.r•Ti.t:;Y.;(.4..' �' r.'l:�se��':_l. ;4 *d`S•S •�. PR• cAtY`..t'1 J4.i j z'�',._q�. - .S't .i'.\ `i;«.;`:.`t''``� _ i}2t�,qC' "4 1,.L-'4"F_ii ' {•C•5i�r:; :4i.,,�>. _ •ftF.:.'t Ri'i::.,._ {;-�X'`� +il:�i ^*�L1i, .._..._,- ._ c''._: __..: _:: ��_.�y,:... .<.;r,...s`. ._._''. .=': � r"t:=«t•::,�u�:'_..:.,A�,i.ds'�a::�.�� aik SCIS Home LOti?n User Registration Hot Topics Submit SUKtlarge Slats&Facts Publications FSC-Staff acts Site Map Unks: Search b n? ProductApproval USER:Public User Frr,Cuct Anartrra Vgau>Product or Aonticatbn«3•arr >F_PPkation US[>A oI De FL FLJ667-Rl Application Type Affirina Code Version 111 Application Status Approved I Comments Archived i Product Manufacturer Inno Iations Manufacturing,Inc. Address/Phone/Email 4555•gape St. Denver,Cb 80216 -,(303)I321-0945 ob unker@innovationsmanufacturing.com Authorized Signature Owen`Bunker obunker@iinnovationsmanufacturing,com Technical Representative Owen Bunker Address/Phone/Email 455 Grape St. Denver,CO 80216 (303)321-0945 obunkcr@innovationsmanufacturing.com Quality Assurance Representative Owen Bunker Address/Phone/Email 4555 drape,St Denverl CO 80216 1-044$ i nker4 novationsmanufacturing.com Category Windows Subcategory xed Compliance Method Test Report TesCmg Lab Architectural Testing,Inc.-Florida Quality Assurance Entity A,rchited IUral Testing,Inc. Quality Assurance Contract Expiration Date 1 2/3 1120 18 Validated By Scott'Wolters,PE Validation Checklist-i-fardcopy Received Certificate of Independence H.-I iivfli;i -t}} ;.Jt _ r;no+rtinn5?langfac� ring J.0t4.pdf == - Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/l.S.2JA440-11 2011 Equivalence of Product Standards Certified By I J i affirml that there are no changes in the new Florida Building'Code which affect my product(s)and my product(s) are in coma liance with the new Florida Building Coda II Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option B Date Submitted 01/24/201 8 rage G 01 6 I (L6 67.I ^^�'IM _ _^� - Fixed Transom window of Use Installation Instructions Approved for use in HVHZ:No 1.ilts(„_-qt t l!_ ,?ill tan�pnrari;ngs.udf' Approved for use outside HVHZ:Yes Verified By:Architectural Testing,Inc.-Florida Impact Resistant:No Test Reports Design Pressure:+50/-50 i�[ti57 RI T. e51 gi 401-44-r0.ridP. Other:Maximum size tested 72"wide by 12"tail.Approved protection required.in windborne debris region. tladc tiiext . . Contact ::2601 tilarr Stone Road.Taaah see p132399 Phone:850-407-1824 Via State of Florida is an AA/EEO employer.Coovrurht 200T-2013 State of Ftor I .:-Privacy Statement::AcoasStblity Statement::,Refund statement Under Florida law,email addresses are public records:If you do not want your e-Tait address re'easedin response to a pub.9c-records request do not send eiectronx mal to this entity.instead,contact the office by Phone or by braditidral mail.If you have any ouestons,please cbntact 650.487.1395;*Pursuant to- Section 455.275(1),Flor4a Statutes,effective October 1,201Z,licensees licensed uncer Chapter 455,F,S.must provide the Department with an email address if they have one.The emals provided may be used for'official communication with the,licersee.bw ever enl addresses are public record.If you do not wish tli suoply a personal address,please provide the Department with an email address y hti ',can be made avadabie no the pubiiC:To determine if you are a licensee under chapter 455,F.S.,please c9dc it,gLg_ - Prod(uccttAApprovatlAccepts: - - Safe 1 I i I lr PARTS LIST ITEM PART NUMBERI DESCRIPTION VENDOR 1 IWALLASSEMBLY TUFF SHED 2 ITRANSOM WINDOW INNOVATIO14SMFG A 3 WINDOW TRIM LOUISIANA PACIFIC 4 1.113#8 x 2 3W RING SHANK NAIL FASTENAL AS TESTED INSTALLATION NOTES: 1, WINDOW MUST BE INSTALLED INTO A SPF OR-BETTER-2X WOOD - MEMBER- 2. WINDOW MUST BE INSTALLED USING.2"LONG,#B ROOFING NAILS..ALL d NAILS MUST BE SPACED A MAXIMUM OF 6"ON CENTER,_THROUGH THE B'- • B NAIL FIN INTO THE2X WOOD MEMBER, '3. ALL INSTALLATION FASTENERS MUST BE LOCATED A MINIMUM OF 112' FROM THE EDGE OF THE NAIL FIN AND HAVE A MINIMUM EMBEDMENT 4, AS-TESTED GLAZING IS 116"THICK ANNEALED GLASS. 3 j3, 5; 'WINDOW IS-NOT IMPACT RESISTANT AND SHALL REQUIRE APPROVED PROTECTION IF USED IN WINDBORNE DEBRIS REGION. 6.. NOT'APPROVED FOR USE IN HIGH VELOCITY HURRICANE ZONE(HVHZ) 1 i 1-1/2"MIN EMBEDMENT 1/2" MIN — 2X WOOD #8 x 2"LONG i ROOFING.NAILS--- BUCK 1/2" MIN — EDGE (SPF min). I DISTANCE f EDGE DISTANCE 1-1/2"MIN _ 1/8" SHIM EMBEDMENT SPACE t TRANSOM #8 x 2"LONG. WINDOW 1/8" SHIM f ROOFING NAILS SPACE TRANSOM i WINDOW SECTION AAA :,w� •„a,t,.. 1. . hEAD/SILL DETAILS 2X WOOD Bulk IngBadeiToge$her. SECTION B-B Test sample complies with those details. BUCK i JAMB DETAILS j (SPF min) E5ID0,0.1 4Q1n4a are noted.. 04 1'3'2115 Report#: Date: - J 1_t ' Verified by: = ..� DRAWINGS BY: T U F 5}[E D Order#, PO# THESE ARETHflS AND RT TUFF SHED,(NC. TITLE DRAWING NO. DESIGNARE TNEP.THCSEY AP-FL-TRANSOM Customer. Drawn By;PK of TLIFF sHED.INC.THESE INSTALLATION INSTRUCTIONS Storage]Buildings&Garages Date: 11/18114 DRAWIN125 A RE FORA g g 8ultGtNG TO Bts SUPPLIED IN HC1777 DRAFTINGSREETDEPARTMENT FOR TRANSOM WINDOWS REV.LEVEL 01 TUFF SHED.INC. SReAd ress: ANDOU14TBVTu N-o,' ' I777Srit,ARRiSONfiTRFGT Chocked By: ANY OTHrR USE is DENVI R,C'OLORADO 90210 MANUFACTURED BY SHEET q f Dita: FORBIDDEN BY TUFF SHED (303)753-TUFT 1 U ltl ng :w"rH urgn.HrnHr.aan.nn++ IN G ATHEENGINEEROF IWSHHOer.ASSavC$ALR52i"34"TrCq ScolO: N.T.S. E 4 TWcaYICW.TKGC0,,�Mn,L INNOVATIpNS MF.G:INC SHEET t OF 3 cONLTR=0NOF 100 SULUNCS SHOWN HEREIN. Florida Building Code Online page 1 of 2 . eQ5 Nome tag In IkPr rtegt4rBdon ROi T.0-; W=rt S'&-Me SM a F&M Pe66CdtimK i FBC SLiR•" scs sae Map U-k- 1641%� r `. ProdOCt Approval P aurt'Aoo'oVal Menu>ProG A i'Gae Se rtAl>AoolloHon Lis[>Appg®tlOn LietaO . . FL# FL20743-RI - Application Type - Affirmation - - Code Version 2017 Applicatlon Status Approved Comments . . Archfved Product Manufacturer TAFCO Corporation . Addrew/Phone/Emall 1953 N.17U Ave Melrose Pa IL 60160 - . . - (773)301-7778 . . . mike@tafbd con - - Authorized,Signature Lucas Turner Luke@TumerMcom Technical Representative . Address/Phare/Email Quality Assurance Representative Address/Phone/Emafl Category Windows. Subcategory 'Horizontal Slider . . . CompBance Method Evaluation Report from a Florida,Registered Architect or a - - . - Licensed Fl6dda Professional Engineer, ... Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.T urner . . Evaluation Report _ . . . . . . . Florida License PE-58201 Quality Assurance Entity . Quality Assurance Contract Expiration Data 06/17/2026 Validated By Scott Wolt> .,PE . . . C Valida on Checidgst-Hardcopy Received . Certificate of Independence FL20743 R1 C01 EvalRe o PA-82000. df - Referenced Standard and Year(of Standard) ssttaannddaarrdd Year CSA 101/f.S.2/A440 2011 Equivalence of Product Standards Ceri fled By Sections from the Code. . _ VI affim that there are no changes in the new Florida Building U de which affect my product(s)and my Product(s) are in coff piiance with the new Flarida Building Code. . . Documentation from approved Evaluation of Validation Entity .'Yes, No ;WA. ' 743 Ri COC 6thEdFBC-FL20743.odf . Product Approval Method Method 1 Option D Date Submitted 01/03/2018 Date Validated - 01/03/2018 . Date Pending IBC Approval . . . Date Approved Ol/06/2016 Summary of Products .. . FL& _ Model,Number or Name - I)escriplion 20743.1 Series 82000 PVC H04Wntal Sliding Window Lingle of use Inian lion Instructions . Approved for use in HVHZ:No FL207413 RI II FW82000 odf .. Approved for Lisa outside HVHZ:Yes Verified By:Lucas A.Tuner PE 58201 Impact Resistant No Created by Independent Third.Party:Yes - Design Pressure:WA Evaluation Repoli" . Other:Please see installation drawing and evaluation FI 207 RI AF evalReportFPA-82000 Ddf report for additional details and limits of use. Created by Independent Third Party:Yes https://www&oridabuilding.orgtpr/pr app_ tl.aspx?param=wGE QwtDgvFGIWOugHV... 3/7/2018 Florida Building Code Online Page 2 of 2 . ` .. ,�,5::26uimarrseonaroad.r.:�nas�ri.az�ssvmne;e�>>s2. . Trta-lute of FlaWa is an A&M empwyw. yraanoa.:: :: :: Wader Fbdda bw,man addrozes are pdgc remrds If you do rot want"are-mil adore$nftasw M moome to a pak-m mds rw-;L do not send e4Wmic rral to this emhy.Instead,rc W We ofrca by ph"n by tradtanal naa.tdydr have my 4vesdoM pkD mntad E5&487.13%.•piosoara to. Seddon 455275g1,Fbroa aTeClde odoher L 2012.fhxraees l MnW undV ChaXer455,FS.mlatprowde the Defanmmtwah an emw aadmnm it . thsy taus a�e.Tfce maaspmNdedm3rbe>mdtor atadal[draramtotbn wdta the Basw4a:fbx2n+vmaiaddrt.�satn pu4ac rermd.If Ym do not wish ln. - a9ppfy a pasunal address,please poNda We Depart—*wO an email address whkb centre mad—.&Ma to tho p Offe To dera nh+e if Tau are a orensae under Chaptlr455,FS„pe>vse dkkftm, pMMKI Apprmr4l A.Wbd .. ®®WR0 Credit Card Safe httpsJ/www.floridabuilding-org/pr/pr app dtl.aspx?param=wGE�XQwtDgvFGI WOugHV... 3/7/2018 i - TAM OF CONTENTS SHEET DESCRIPTOR SERIES 82000 HORIZONTAL SLIDING WINDOWN., Rw N. NON-IMPACT L-....ELEIATK.L M0JLrtES N S GE S - 4..,..-..&QM.,JOINDiY,PART DRAWINGS z 0 0 us - ry'200�0 0.K? I ' - 63" MAX, OVERALL.WIDTH . 27•11/16-MAX. 28 5/18-MAX., FIX ED D.L.O. WIDT ¢ SASH D.L.O.-WIDTH �t 4" MAX, FROM MAX'D.C. U z.a DO CORNER, TYP. - 71 TYR. '� - a N y ' o Q W TABLE 1.DESIGN PRESSURE.RATINGS 2 GLASS RATING PRESSURE IMPACT RATINGtNSTASLATION RATING FASTENER LOCATION, TYP., SEE SHEET 3 1.0 #30/-30 PSF NONE s ANNEALED MtN;MUM _ 4 5. - _J_ 2 2 2 H 5/3MINIMUMlE0 +20/-20 PSF NONE . . o . . . . 2 0 p . —a:.- Q cy' -� ^. =ZW R 2 Lucas A.Turner 2 0 N 2 2016.06.1T > — - --- - —-- - - 11:16-04:00 a . . SILL ANCHOR. JP�y.��Og�Grfr4„ aa+axsn , c,• LAT SPACING SAME r EXTERIOR ELEVATION As HEAD �Q,: No 58201 6/15/16 swe STATE OF NTS It r Sr.Ej11FR_ AL NOTF_„S, i e�s1� 1.THIS PRODUCT, FABRICATED AND ANCHORED'AS DETAILED IN THIS_DRAWING,IS NON-IMPACT RESISTANT AND REQUIRES THE USE.OF IMPACT PROTECTIVE DEVICES(SHUTTERS) IN,WINDBORNE DEBRIS REGIONS, /4pet ooll ' 2.THIS PRODUCT HAS BEEN TESTED TO AAMA/WOMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,57H EDITION(2014), NOT INCLUDING THE HIGH VELOCITY AensgN; HURRICANE ZONE:PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN IN AV REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RO;FOR DETAILS NOT,SHOWN IN THIS DRAWING SEE REPORTS. , 3.ALLOWABLE CONFIGURATIONS: XO(OPERABLE/FIXED)OR OX-(FIXED/OPERABLE) - .- - _;5 4.THE DESIGN PRESSURE RATINGS AS SHOWN;N TABLE 1,THIS SHEET,ARE AS LIMITED BY.ASTM E-1300 04 GLASS TABLES,AND TESTED WATER AND STRUCTURAL PRESSURES, OTHER GLASS;ANNEALED OR / pppyp E TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED IN TABLE 1,WHICH MEETS ASTM E-1300 REQUIREMENTS FOR EACH PROJECT,MAY BE USED. FPO-82000 5.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TEAM INCREASE FACTOR)HAS NOT,BEEN USED IN THE ANCHOR ANALYSIS FOR THIS'SYSTEM. THE-1.6 Cd FAC70R-WAS USED IN THE ANALYSIS OF� 6/17/2016 ANCHORAGE INTO WOOD SUBSTRATE.' LUCAS A.-TURNER, P.E. - 8.,INSTALLATION'OF WOOD DUCKS TO THE SUBSTRATE TO BE ENGINEERED.BY OTHERS.OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(A.H.J,). BUCKING,'OPENINGS,&BUCKING FASTENERS MUST FL PE f 58201 ' 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. TURNER ENGINEERING'&' ELEVATION 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT'SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER,20 TO-PREVENT GALVANIC REACTIONS. WOOD BUCKS,IF USED,SHALL.BE PRESSURE' CONSULTING, INC. .TREATED,WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT: ALL ANCHORS USED SHALL BE OF A MATERIAL OR RAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED-WOOD BUCKS (COA # 29779).AND ALL OTHER WINDOW MATERIALS. 1239 JABARA 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 STTE-SPECIFIC BASIS., • SHEET 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT. NORTH PORT, FL-34288 1 of 4 PH. 941-380-1574, Z o 0 1 2 3 4Q N N 1 z Z CO 1 1 CL J wo = co <r _ z-a co 2 0 r7 w"x � CD 0 3/4" I.G. TYP. 1.G. AIR GAP -z- GLAZING 1/g�� ANN, 1/8" ANN. . p�w O DETAILK GLASS MIN. GLASS MIN. 3 4 O"Z 0 SILICONE � 2 Ix.:00 6 0 TYPICAL HORIZONTAL SECTION " o uJ I 2 V) ++++ttR?flRE4yfT4rrr an (n ;.`Gp�?,��CENSF r;Qyr4 LAT v p' No 58201 ;�1y 5/32" ANN. w :*. * :*? 6/15/16 GLASS MIN. SILICONE Ao ti• STATE aF •��+ NTS 'TYPICAL VERTICAL SECTIONRMSOM rry,�oyA4 �a.rn,uaa aw�w+Ha f 6/17/2016 FPA-82000 LUCAS A. TURNER, P.E. swcv a�acanon FL PE $ 58201 SECTION' TYPICAL SINGLE GLAZING :DETAIL TURNER ENGINEERING'&. DETAILS CONSULTING, INC: (COA # 29779) 1239 JABARA AVE. SHEET NORTH PORT, FL 34288 2 0f 4 PH. 941-380-1574 Z 0 0 E= > z d ¢NN ' SPRUC/PINE/FIR MIN, 0 =Z ui CJ 1-1/2" MIN- WOOD SUBSTRATE t EMBED. BY,OTHERS C) Y I BUILDING () p¢$ SHEATHING Z C_tD . AND WRAP 0 I+1 W BY OTHERS ' U rn ply. SEALANT BEHIND F— FIN BY INSTALLER, hw' FULL PERIMETER InQZD 00 SEALANT BY 0 INSTALLER, FULL r z W PERIMETER J 0 X LJ zwV) INSTALLATION FASTENER. �lyytutrrtrtrr #8 PAN HEAD WOOD'SCREW, SEE"LOCAT1pN5 SHEET 1 ��`�@?,P�cENg'TGQ�iy LAT 2l; DAM r/ No 5820i . I 8f15f16 ?* * c*s TYPICAL INSTALLATION HEAD, SILL, AND .JAMB �9 STATE OF .+u, NTS GENERAL ANCHOR NOTES:: y 1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER. - 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A CAP OF 1/16, - 6/17/2016 FPA-82000 OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE: 1 SHIMS SHALL BE LOAD—BEARING(PLASTIC OR METALLIC)AND, - - LU NP.E. p 'neauumor� CAPABLE OF�TRANSFERRING LOADS TO SUBSTRATE '' ' FL PE j} 5$201 aa' � ' " � _ _ � - � � � � �� �� � .INSTALLATION . . 4; SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE TURNER ENGINEERING"& p TAILS BEYOND SHEATHING, WALL FINISH OR STUCCO. CONSULTING, INC. S. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR COA # 29779) INSTALLATION TO WOOD BUCKS INSTALLED-OVER CONCRETE/MASONRY, 1 39 UABARA AVE. SHEET WITH ATTACHMENT OF 2X TO CONCRETE/MASONRY BY OTHERS. NORTH PORT, FL 342$$ 3 Of 4 PH. 941-3$0-1574 82000 SERIES WINDOW BILL OF MATERIALS ITEM NO, DWG,NO. NAME: MATERIAL DESCRIP. 1 HMST82-01 'MAIN FRAME PVC EXTRUSION 2— HMST82-03 SASH, PVC EXTRUSION O 3 HMST82.05 LOCKED SASH PVG EXTRUSION o 4 HMST82.08 INTERLOCK PVC EXTRUSION 6 ¢cn c`w HMST82-07 TRACK PVC EXTRUSION O x 8 HMST130-10B IG GLASS BEAD "PVC EXTRUSION K z aiI . 7 HMST130-10A 'SINGLE GL BE ASS AD PV t1.C EXTRUSION 0-.x— . 00%4 z n.9 1228" O LO n w z [82.001 0p a 1.ts1" h in - Q0 NZCN co 01) q O MAIN FRAME. SASH . Z,z W —.----- HMS'C82-01 O HMST82-03 HM5T8205 LOCKED SASH -I a LLJ X ----- z _V 1.280 --------- ------- — j 7 [32.50] ---- ----- tttunur�r .1 346" ,,��d�� 10RBW+TG�"�i ff65S/ [34,20] j .�GV�;-4iCENSF., .,. r' v.` No 58301 :�1b o� [25.50) °*i * *=.97`p1'6 dF w '0.067" lq f 1:71 J a u 'rrir r�NAaUtp�'. o nNum INTERLOCK TRACK ~ 6/17/2ot6 FowmPA-82000 HMST82-06 HMST82-0 6 IGGLASS-BEAD SINGLE GLASS BEAD LUCAS A. TyURNER, P.E. „ 58201 HMST130-10B O HMSMO—' 10A _ TURNERPENGINEERING & BOM; PART CONSULTING, INC. DWGS, CORNER (COAT;! 29779) 1239 JABARA AVE. SHEET NORTH.PORT, FL.34288 PH. 941-380-1574, 4 of 4 Florida Building Code Online Page 1 of 2 --, • . _ --____--.-�.-__ . . ----- --. -� -- P� .__-_..�_ -'__..-"'.... �_.-._ .._....-_ .._._ _.- ._. __ -r� .. '+:.;...wi+.vot9�:xM''.A.�.wi.��-�.ltt'.wa.un►a.,+,.., QCIS Home Login ,'t!s<x Registration y Hot Topics Submit Surtiarge Stars&Fans Pubiicatlons Contact Us SCIS Sue Map. 'Limo Starch. . .' pt�1 Product Approval r USER:public User ' tMPdan AmnOYT P'Y^i >Pradurt or AmItration SearN>Avr4kation list>Appn®don Down FL# f'FCl'01;24_R22 - Application Type "-Revision Code Version_ 2017 ' Application Status Approved Comments . Archived Product Manufacturer GAF Address/Phone/EKnail i Campus Drivqe Parssppany,N)07054' .(800)766-34# m5tieh@gaf_corn Authorized Signature Robert Nieminen berth@nemoeec.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany,NJI07054 '(800)766-3411 TechnicatQuestionsGAF@gafcom Quality Assurance Representative Address/Phone/Email Category j ;Rooting Subcategory !gtpit Shingles Compliance Wilted Evaluation Repbrt from a Florida Registered Architect or a Ucensed _ Florida Professional Engineer Evaluation Report-Hardcopy'Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report .Florida License PE-59166 Quality Assurance Entity UL LLC ' Quality.Assurance Contract Expiration Date 10/18/2021 Validated.By John W.Knezevich,PE Validation Chetddist-Hardcopy Received Certificate ofIndependence FLID124 R22 COL 2019 0j COI Nl MINEW&I Referenced Standard and Year(of Standard) Standard Year AStM D1970 .2015. ASTM D3161 201E ASTM D3462 2010 ASTM D7158 2011 TAS 167 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.Boridabuilding.org/pr/pr app citl.aspx?param=wGEVXQwtDquraeBeVCbdM... 9%5/2019 Florida Building Code Onime Page 2 of 2 Product Approval Method Method i Optaon D Date Submitted 04/17/2019 Date Validated .04/21/2019 Date Pending FBC Approval 04/25/2019 Date Approved .06/SB/2019 Date Revised 00/16/2019 Summary of Products FL a# Model,Number or Name ' Description 10124.1 GAF Asphalt Roof Shingles. Fiberglass reinforced 3-tab,laminated,5-t0b and hip/ridge, . asphalt shingles Lim[ts of Use• installation instructions Approved for use in HVHZ:No LL10124 R72. II 7019 04 FINAL ER GAF ASPHgLj Approved for use outside HVHZ:Yes SHINGLES FL10124-R22,plff - Impact Resistant!:N/A Verified By:,Roberti Nierninen PE-59166 Design Pressrire:N/A Created by Independent Third Party:Yes Other:Refier to ER,Section 5. Evaluation Reports Q.16124 R7.2 AE 2019 04-FINAL ER GAF ASPHALT SHINGLES FL10124-R22,pdf Cre'ted by Independent Third Party:Yes ® Kma! contact Ua::261 Blair Stone Rood.Taltahassen FL 37349 Phone:850-487-104 . . - .. The State of Farida is'an AWM empbyer:fbovrtoh 7-2013 state or FWAda.::Prtvaty Sratgmnt::bca�slbilRv�!atemerrt::ReWhnd Statement. . . .Under Fiadda lawn,email addresses are pubk remora.If you do not want your e-mail addresss released in nrsportse to aphtft4econk request,do rot send ewrenie ' . man to this entity.Instead,mmatt the office by Phone or by traditional mad.lf you have any questions,please comet f150.487.139S.-Pursuant to Section 455.275 41),Fliodda SMtutM effective October 1;201Z licensees licensed muter chapter.455,Fs:must provide.the.Dep rbriene with an email address if they have ortei.The ana;Ts provided may be used for otTxal mmmunkation viah the ncansee.however email addresses are public remrd.If you do not wish to supply a personal address, . .. .. please provide the'Depadment wdh an'eman address which can be made available to the'public.To determMc if you are a tirrisee under Chapter 455.F.S.,please . . . .. 'dkk here . . . . Product Approhrat pts: . ®� echo Creail Car Sate hftps:%/www.floridabuilding.org/pr/pr_app dtl.aspx?param--- vG VXQwtDquracBeVCbdM..: 9/5/2019 Wmo l etc:. CerQfldvtteofAgthfitMYt. t1324-5 953Chtistian Street;Unit-03 Word,GT 06478 �203)267-9245 .61GINEER EvAwATS TEST Coma tE1T1 K } EVALUATfON REPORT GAF Evaluatfon Report GISM.01.08- 1.Campus Drive FL10124-R22 Parsfppany,•N1"07054 patepf IssuarecerQi/03/200g . ($00)7!663411. Revision 24:M/+12/2019 SCt>fPEc This Evaluation Report is issued.uhile-r Rule.61620-3 and'the.aPpil able rubes and regulatlons govetrning the use df ronstructibrr materials In the State of Florida.The-doeuMentatiod submitted-has been'revieured by Robert Nlemtneih, P.E.for use-.of the product under the Florida Building Code and Florida Building Code,Residential Volume. The products deschbOd liereib haye.been.eValuated.for compllance with the 6"�Ed'tion(2017}Florida BuildTngCode sectlons.not6d :. herein fts-artjo: GAF Asphalt Roof-Shingles LABcrING: Labeling shall be in accordance With the.'requirements of the;AgcMdlted Quality Assurance Agency noted herein and FBC 1507.2.7.1/.R9b5,2.5,1 t . CONTINUED CsaltmPUANCE' This.Evaluation Report:is-valid'`antl[the named produd(s) changes, the,referenced Quality,, A"ssuranee:d�oclrinentation charges;.or provfsibns of Che Code that relate to the product change. .Acceptance of this Evaluation Report by the named client coitstitutes:agreement to notify Robert Nieririnem P.E.of a'n changes.t¢the producx(s],.the•Qpality Assurance or the production facility location(".}. NEMO[etc..requires a•complete revidw-of this evaluation Report rviative tb updated G; de-cequirernents-wlth-each Crude Cycle. AtrUmP.eTism3aait:The Evoluatibn.Repor$number'precetled by the"words•"NEMO(etc. Evaluated" maybe displayed In adyer(ieng literature. It any portion of the Evaluation,Deport Is displayed;•ti`efft it shall be-done In entirety ImspEc1<mom:ripen request,a.copy of this,entire Evaluation Report shalli be provided to the•user,by the:manufacturer or . its"dist6bul'ors and•shall be available for Inspection at the jqb site atthexequest of the Building OfficiaC. This Ei►ahiation•Repbrt consists of pages 1 through 6. Prepared 1-: " Robeitt.I.M.Wteinihen;.P.E. :r.J rhetaa+mtwspaa �e•,�savu,� aurii n ��- 4 y4 A'aA Mrnen P.E an 0311)J2o19 lids does not sews as an nr3toH�L florlarai•ReWsp'utton No.59I6F,Flisritla mTGtA.NE1983• '�'"""�`i -decaonxaltvw�ddocume_nt:_ CMnnCA"ON of ice: L k6i![61etc.does not have,nor.cloes-it.inten'd to acquire,or Mil It acquice,.a financial Interest in ally Company:mandfaeturin6 or- -d'►s'tribiitingproducts?t evaluates. 2, NFtV_Qletc.itndtvwiied,.dpecatitdortbnvollecrbVtnyttinpam►mendacWdnL rdisiributingproductsitevalUates. 3. Robert WiieWmen,P.E.does not-have nor will acquire,"•a Tipancial•interest ire 'ip"company itiamrfatturing•or dfstributing�putducts.fpr which the evaluaiibn-reports are bdingissued_ 4.. Rabe t fQ'Mined.P.Erdoes not have,nor will acquire,a•8nanaal lntecest to my other eotlty Involved in the.approval proress;af the product: . Ibislspbuildingeode.evaluadon. 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Y 9'Z'506a'`I'L'Z'LOST aaoem5*1f oul• L;9`Z'S06a`t'CZ'LOST 9TOZ I9T£0 w1w 'f'9'Z'S06a�t"L`Z'LOST blot z9 OWLSV 5341009JdlemFAW vi.-SoWs ibsC STOZ *610 W1SV salliadOM lo?t A Id E'Z.`SO6a•`trZ'ZM aea� a"u u" . u!a�ay yak has ash}o suoiptioa•/sUo!titu pup- `4u wajp*jibaM uogeiaeisul agj.o :j6afgnssl a3Uell wok tsWepu tmoljaj a4l tn!m a:)tj aq tii;�u�gsal-.49noitg, pwn{oA je1aupp!saS,14Ao'J.9utP!!p8 epipoIj pug ap03 lo!ppnO=ePuol�`{ 'rOZE UOO; .3,09•a.4;,jo•suo!Pas'ulWAo) ac!;411aa•30utbdula>gait*uoivap anetl.''ivj Aq'peoripo id se tsalNijl4S 3ooa IM4d It db3.. +awaTgrasueltd . sal9urys�etjdsy :;/4o&aje3-q.nS gu no}l :1tiq2aM:pnpotd :NOON •tt'IVA3 SW31S 9Nt30t»!( 113.18 Qw3N WEmo etc. v. Examination . . Reference Date UL•(1371740} 04/OW-.OO7 UL(TST 1740).. ASTM D3162 OSCA61149 64/09/2b07 UL(•TST 17.40) ASTM D8161,43462. 07CA3#42. 1i/60- 7 UL(TST 1740) ASTM D3161,1)7158,:D3462 OSCA06100 03A3/2008 UL,LLC..fM-9628) . ASTM D3161 4788698165 03/.24/2!W . . . UL*f M 1740) ASfM D3161,D3462 07CA55I08 04/Ol/2D08 " UL(TST 1140) ASTM O161,03462 09CA20592 03%26/2009 'UL.(TS'E 1740) ASQ1A D3161,D44P 64. r,o 05/1S/7009 UL(TS`f 1740) ASTM►D3161,D7158,DNQ WNXOS6K7 08/01/1OQ9 UL W.1740) ASTM D37 61,07158,03462 09CA27281 08/27/1669 UL( 1740) . ASTM A3161.,.D715$D,3462 10CA35k%,, 03/05/2010' UL f iS;F 1746) ASM D3169,D7158,D3462 . . 30CA13fi86•. OS/15/2010 U -OT.T 1740) ASTM 03462 16.W7.26d 05%27/OSO UL(T5'17•1740) AST!D3462 lOCAi1953 10"A010 UL(TST17401 .. ASTM-D31ri,.D7959,.D3462. rNK11951 ID130/2010• U(_MT 1746) ASTM D32m,D7158,D3462 10NK22070 11/04/2010. UL(TSTi740) ASTM 63161,D7158,D3462 48CAd6i0Q 01/W/2610 UL UST 1740) ASTM p3161,D73: ,.03f462 fOCA53934• 03/31f2011 UL(T5T 1740) " ASfM D3 LOI,D71W5 D3462 11CA48924 1O/22/2Q11 UL(TSTi740) ASTM 03161,b7j�58,D3462 11CA47919 12/03/2011 UL,M'1740) ASTM D316f.6458,D3461 116*m �7/OS/ZOil. UL(M73740). ASTM 03161,D71.58,D3462 •11CUS;25. 1.2/09/2011 ur.i.lc,(TST962a) . ASTM D3462" 12CA34891 iO/12/Zp32' UL,LLC.(TS'r9628) ASfM D3161,D715S,D3462 12(`J1S8151 02/15/2013 . UL,LLC3,IST9628f - ASTM D3161 12CA38083 .0 /26AOi3 UL;LLQ-,(W-9628). AS M-Di 161 23CA32332 06/1$/2013 . "uQ1C.,(TSF 9628). . : ASTM D3161 13Cg37934 OS/02/2013 UL U1 C._(75T`9628) AS M D9161,13111511,03462 .478687561.5. 67/17/2015: . . UL.U C(TST96 o ASTM t)3161,D7158,D3461 4787434542. 05/17/2d16 ULj LLC..(TST9628) ASTM D316i,D7758,A3462 47>38717,529 /Q9/201G UIy_LLC.(TST 9628) ASTM D3161" 4788669132 12/13/-018 UL;i1.C_(TST 9628) ARM'D$161 47$889;09$ - 02/14/2019. 01;LL'C..(gUA9625) Quali bodied Service QofirmaCwn 4. PRCCIIJcr DEscRIPTION: 4.1 �IC{�SSORY'STARTPRSTiRIPS'. 4.1.1 Pro-Surf°Eave/RaW6:Starter.°Stdo-Shingle's and WeatherBloc&er"'Premium Eave/hake Startee S4rip Shingles are starter strips--or asphalt roof shingles.'Meets A.1rm D3462'. 4.1.2 . QuickStart°Peel"&Stick Starter-Roll is'a is'a•mirteral-surfaced,fiberglass-reinforced,self.-adherini.SBS mollified Mumeri starter strip; nominal 9-irich x 39 ft roll,for use"with asphaft shingles.wif .'e)(isosure of,64nch or.less. McJets:ASTM D1970. 41.3 StarterMetch'Starter Str)p-Shingfes•'are"ed(or-eiiorc(inated starter scrips for yse`uirith Grand"Cariyon*and brand $equoia°series•asph?lt shingles: StarterNfatcli'm are installed as the.secood.Aa'rter for.Grarie'Canyon!k-and Grand Sequoiaa•series installat(ons. ,Meets ASTM D3462. . 4.2 ASPHALT SHINGLES: 41.1 l�Aarquis.WeatherMax!'Royal Sapereign!:andSeritlnelQare:a fiberglass reinforced 3=tab.asphalt roof shingles. 4.2.2 Camelot', Camelot° Ii,Fortitude!", Glenwood"';Grand Canyon;.Grand Sequoia6; Grand-Sequoia "IR, Grand Sequoia° ArmorSh(eld"'; Sienna; Tlmberiine••American flarvest°; Timberline° Aria hleld"' Il,.'Timberiine' Natural Shadowj°;'Trn erline.HD6, Timberline• Apt-,.Timberline''-Cool Ser(as';7im6erilne U{Er� IiD° arid , Woodiandd,are fiberglass reinforced,laminated asphaft roof shingles.: 4.2.3 SlaWfine'.)s-a fiberglass reinforced! tab asp haitroofshingie. BEN(oETC,f1c Euellg8on Repot 01506A1.08-p24 GsGJkute ofAr#*?=ft&o A2d55 6TM EOMON(ZU7)FBCNON41VHZ F.VAWATION. ' FLt012q-R22. GAFAspfidlt Roof ShUrgks Revrsion 3A.04/14/ZO19 . Paged of 6 0 ALI TV NEMO j etc. . 4.3 HR>•&PdDGESHWGIEs:. 431 Seal-A-Ridge°Ridge Cap Shingles;Seal-A-RidgeaATmorShfeldI Ridge Cap 5filhgies and Tiinbertexs Premiuin Ridge Cap.Shinglesare fiberglass reinfdrdhd,hlp-and rldge.asphalttoof'shirwjes.. 5*1 Thipis a bpiiding code evaluation. fUeltffer PIEMO ETGLLC npr Robert'Nieminen,.P.E.aie,In anyway,the•Desigrier of Recoid.for ahy project-oh which this_Evatuation Report;or prev�tousversioris'thereof,•is%was used for perniitting' or design guidanbe unless.tetained speaficaliy for that purprise. 52 This Evaluation Reportisnotfor use•in FBGHVHZ jyrisdictjods.. 5:3 Fiie:Ciassiflration is pot part.-of this E'Valuatlon Report refer to a urrent.Approged Roofing-Materials Directory for fire ratings.of thfs.produgt. . 5_4 Wind Cla§sificatlon: 5.4.1 the GAF asphalt shingles noted in Section 4.2 are Classified I accordance with FBC Tables-1507.2.7.1 and R905.2.6.1 toASTM U3161,;3as9 F'and/or ASTM•D7.M;.lass H,indicating the shingles are acceptable for-,uier in all•ierind•zones rip to V&d=150 mph(Wit 194 rnph). Refer to Section 6 fAr installation requirements-to meet this wind rating. Note:Cias'slflcaddh by ASrTM'D71%applies only to exposure 61 ory B de C;as•,defined in FBC 1609.4.3;-and a mean roof height of 60 feet-Or less. -Caleuliftni by a qualified((design professional are repaired for"conditions outside tFiese liinitatian's..Contact'the-sfiingle mandfactuier f or data specificto each.ihingle: 5:4.2 The GAF firip&ridge shingles noted in Section 4:3 are Cfassiflecl in accordance With F13C:T.ables.1507.2:74-arid R905.2.6.1 to ASTM,D3161,pass F,Indicatirig:the.shingles'are accceptable for use'in.all wind zones up to Vkd;150 mph'(VA=194,m0h).,Refer to Section 6for•installation requirem�enb to meet.this,wind rating.- 5.5 . Ali ptoducts.in the robf-,meinbly'stiall have quality assurance audk in accordaricewith•F A:C,.Rule:61G20-3. 6.t GENERAL: 6.1.1 Robf-deck,-slope,rindeifaymetrt and fasteners.shall comply wjth'FBG 1507,Z J R905.Z:and the.shfngle'fnanufactri s Minimum requirements„ 6.1.a iJnderl yment.shall.be admotatlle to GAF-and.shall-hold e*eht.Florida Statewide Profiuct Apprdvdf,.or he locally Approved pgr Rule 6100.3,10er•FBC Sectioris•1507.2.3,.1507.24 or RJ05..2.3. 6:1:3 Fasteners shall be`io accordance with manufacturer's published requirpmetits, but not:less Phan FBC 1507.2.6 or R90S:2S,Staples-are notpermitted. :6.1.4 GAF asphalt shingles are acceptable for use In rereof(tear off)br recover_applications,subject to the limitations set forth in FBC Section 2511 or 11908 and CertainTeed publisbed.installation instructions. 6:2 STARTER SHIyGIfS O STAMRS'YM 6:2.1. Installation of Pro-Stari Eave/Rake-%arter Strip Shingles Weath4glocker Preniimh Eave%Rake Stafter•stripShingles and Qulclr;Start Peel&,Stick-Starter Roll"shall corholy With theIGAF current•publithdd ihsttuctions. IMO ITC,LW Eraruadon Repo glWA1A&R2R :PerV jfMte:bfAUtbO&&*(r92455 6i"MMON 12"7)Mc Igo" HZ EVAIUATif�N. filot24A?2 GAF ft6 *RoafshinB1 s Pm&1on24:o4j72/7D39 Pages of t MEMO]etc.. 6.3 A51tT.SHINGIES:' I" 6.8.1 Installation of Asphalt:shingles shelf zdmply with the GAF cutrent published instructions;using fninfinum•four(4) naifspershingle:lnace6rdairce with.FBC 1507.2.7 or I19051.6;with`'the fdI6, ing exceptions:: ram. Camelot; Carnelot Il,Brand.Canyon; .brand Sequoia,'G"bind SegUoia IR,.Grand Sequoia ArrbgiShfeld,,and Woodland require minimum$be(5)nails per shingle. . . . A, Slateline requires minimurrl six(6)nolis•per shingle. S.3.2� Fasteners shelf be".in accordance with manufacturelS publish requirements,but not less than FBC`15072.6'ar R905:2.5r Staples,are not permitted: 6:3.2.1 Fasteningfor3imberliriel'.HDZ°";slopes2:12up4o•21:12 "Air 0 MI F114S-14d9'�cen-3JZ�a) 1p6te' 143��Sm,.-9r2„m) VY.-2dQ'p�rm-ifrm) f?�2-t!F(13'vm-i1eM 13=1l4' I TAIItiET MAILZONE I EZOUR-OBAUD DE 9LAVAI)0 67B' .:Mans=ilia{� -tainai) m,Ir F -STMOAAD KRUNG PATTER Na3l shifrgles.9.ngdmately B i'Ai'(17q mm}'from.bottom of shingle,in.naiCng else,as sfw l:Nails 1ntEst not he exposed.Not for useron . Nlaiisard•roois(21:12 sfope andabove), •6.3:3 Where-the roof slope.exceeds 21 units vertical in 12,uriits horizontal,special tnethods•of fastening acre required. Contact the G6p for details, '63.3.1: Fastening for11mberlindO HbZI;slopes.geeaterthan•21A2 �-nTrr ,tvr-,r,m Carr ve•xi7loe,i-cam ta'-a•uz,�r.•'r�rd ENHANCED HAILING Pg7TERN� These shingles MUST he nailed a-nominel fP(152 min 'from bottom of-shilif •.above The•cut-duts:as sfuiwn.NSis niustaot he exposed. NEPAO Et•C,Lf C r?irdl MOM Report DISMAL OwQT wfrofA�&aLbn MUSS GTI rED1ON 12027)FOC NON-WMMMU E1/A1 ATION FLtO1Pb-(t2Z . GqF Atphatt RoprS) Revlslon Las b4/1ZI=9'•' , • Pagdg:5 of 6• 6.4 HIP'&WDGE SFONGLES: GA.1 Installation of Seah ;Ridge RIdge Cap Sh}ngies �t and Seal-A-Ridge. ArmorShieId Ridge Cap I��m}• r""'I } �s Shingles shall comply with the �iAF current published'instrlictionsvirith'a°minimum-two(2) _ sf '' ''"�=:s ==s.'r`;:s= nails inin-Mum .3/8=inch' head idiamOter, per ->..-.::�--�� .4.: r.::>=t'• shingle and nominal 0.25-10h dfameterbeads �;=<:�::-•.,,<:: �,.:��,.,��r: ;t of Henkel "Loctite A 530 :Roof & Flashing . . . Sealant". } �t1.5�.:...=::.=�•r: ..�%td=:u-:=...;r; tz INail i305'n;q} s sra;7 sra• CIDLW- I168-1sla.an I rr (3as mm}, 6.4,2 Installation:of Timbertez PremiWh Adge Cap ice: sealant Shingles shall- Damply with :GAF current t' } i• Published Inst-cuctiuns with a mini ftum two,(Z) 4?smm} C mm a m nairs minimum /3 $-inch, head.dia r ,per mete er' shingle and beads oaf Sonneborn' "NP1 Gun f, :;�:<_��r.�~�-,:�%• "``��`"" Grade 'olyurethaie Seaa nt" or Henkel 'PL. "P L. rJs ij�'ctsy:' tf;✓,r ^:rF%c"• ��:�-:.�:;r<:���in m•;;,�ax,,;;� Roofing and F,lashingSealanf. �•• Ngui Plum t3o5�nm) cazs•ms�) i . 6.4.3 Fastener's shall tie-in atcordance.with GAF published'requirem�eirts,but-not less''than F13CA507M6.-or R9012.5: •Staple;-are not permitted., 7.1. LgOdling shall be in'accordancevvith the requirements,the Ataredited Quality Assurance Agdncy noted herein. -2, Asphalt.shingle wrappers shall Indicate.0mpliafrice with one of the.-required clag5ifiic0tions d'efailed irf fBC Table S012.7:1./-R905.2.6:1. As required by tiieBuJding.Qff c al or Authprfty'Having Jarisdictl'on'ih orderto.properly.e mluate•fhe-iristailation of this product_ Contact the named-QA entity.for._information on which plants pipduce,products coverall-by Florida Rule•6IG203. CIA requirements. i QUALITY UL LLC-CtUp9625,(4,t4)248-6409;karen.buchmannoul_com -• EMD OF EVAWATION REPORT- NEMOETc,-r1C [valuation Report DMSA1A 4VA a!'Obog efAdrimkoff-mm-'s VH EOM ON(E017)FeCNON-HVMZEVAWATION R10Q29RZx GAFAsphaltRoofShkigles R_evstbn 24:041121201Q. Page 6 of 6 Florida Building Code Online. Page 1-of 3 Pik ." ... eas Hone `Leg in .User Regbtration Hot Topics Submit Surcharge Stats& acb PutUMMM Ca Mx4 Us SOS Ste Map . .Unks Search . 1 Product"Approval 4 USER:Dubtie User Pmducl hVjM al Mmre>Ilndnct or Aonlighon Starch>Anofr titian fist>AppliGtiQrr G ' ( FL22202-R3 Application Type Rev[Mi ` Code Version 2017, Application Status Approved - "Approved by BPR.Approvals In/DBPR shall be reviewed and ratified by the POC and/or the Comm[ssion if necessary. Comments public com..'L Door frame jamb and header size,joint is not clear.How -the frame Is attached to substrate is not deanil/08/18. Archived Product Manufacturer Tuff Shed,Intl AddresS/Phone/Email 1777 South.Harrison Street Suite 600' . Denver,CO 80210 " (303)474-55617 bgrimes@tuffshed.com 'Authorized Signature" . Tom Saurey bgrimes@tuftshed.eom Technical Representative . . . Patrick Kessler Address/Phone/Ernail 1777 S Harrison Street " Denver,CO 8d210. (303)753-8633 Ext 5617 pkessler@tuffshed.com Quality Assurance Representative Address/Phone/Emall � Category / Exterior Doors Subcategory Swinging,Exterior Door Assembiles Compliance Method ,4Ptti�i.Whoa MI&-dr-listing - - Certification Agency Window and Door.Manufacturer Association Validated By Window and or Manufacturers Association Roferenced Standard and Year(of_Standard) Standard _ Year . ASTM E330 2014 TAS 202 1994; Equivaience of Product Standards Certified By Product Approval Method Methad 1 Opti n A fvl� Date Submitted; 09/20/2018 Date Validated . 09/24/2018 https://www.]oridabnilding.org/pr/car ape dtl.aspx?param= EVXQwtDquYP1HVa8hq.,. 11L13/2O14 [ - 1"166da Building-Code Online Page'2 of 3 Date Pending FBC Approval Date Approved 10/02/201$ Summary of Products FL# 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 CettUlC.3te Approved for use in HVHZrYes FL22202 R3-C CAC TUFF456CCL.Pil Approved for use outside HVHZ:Yes Quality Assurance Contract Expilrafflon Date Impact Resistant:N/A' 061 4/2028 Design Pressure,+42/-42 Irrstallation Instructions, other.Structural only FL 220 '113 11 AP-F-P -03 iQpu_le D_p_o ndf, Ve fied By:Window and Door Manufacturer Association Creh,ted by Independent Third 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)HVKZ HVHZ Maximum Size 80.25"wide by 84 high omits of use.. Certification Agericy CertMcate Approved for use In HVHZ:Yes FL22202 R3 C CAC TUFF456CCL.Ddf Approved for use outside ffVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 06/�4/2028 Design Pressure:+54/-54 Insta"atlon Instructions Other:Structural only FL22202 R3 11 AP-Fl-PGFN-03 PDuble Dar Mil i� Verified By:Window and Door Manufacturer Association Crested by Independent Third Party: Evaluation Reporf Created•by Independent Third Party: . i 22202.3 Side-hinged Wood Shed Door ', Side-hinged Wood Shed Door(Outswing-Single Door)" ze " (Outswing Single Door) Maximum,Sim! wide"by 83.75"high . Limits of Use Cer6ftailon Agency Certificate Approved for use in HVHZ:Yes FL2,2202 R3 C CAC TUFF456CCt:odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration DaW Impact Resistant:N/A 06/14/2026 pestgn Pressure:�421.42 Instatlabton Instructions Other.Structural only - l f Ve fled ay:,Window and Door Manufacturer Association . Created by Independent ihlyd Party: t222O2.4 Evaluation Reports CreatedbyIndependentTh€rd Party, Side-hinged Wood Shed Door Side hinged Wood Shed Door(Outswing-Single Door)HVHZ (Outswing Single Door)HVHZ MaximumSize 56"wide by 83.75"highf Use Certification Agency CertrgtcWn Approved for use In HVHZ:Yes FL22702•R3'C CAC TUFF456CCL.Of Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:NIA 06JI14/2028 Design Pressure;+54/-54 Insti3ttation Instructions Other:Structural only FLZ2202_R3 I AP-FL--PG N-02[Single Door'-HVHZ).Ddf Verified By:Window and Door Manufacturer Association Created by Independent Third Party: Eva �uatlon Reports Created by Independent Third Party: ® a.� Comact Us::2601-Blair Stone Road.Tat hassee 132399"a:85%:W jQ24 .The State of.Florlda.is an A"U6 employer.Coovifehi 2007-2013 State of Fioridal Privacy Statement::AccessibB,ty Statement::ReliAm SMt_emA�t Under Radda low,email addresses are public records.If you do not want youre it adCsew refeased in response to a puhac-r¢tmrds reguest.Qo not send efeetroar .mail to this entity.Instead,contact the office by phone or by traddmnal mail.Nyou have any questions,please owc4ad 050.457.1395.•Pursumrt to section 4SS.275• . . . . . (1),Florida Statutes,effective October 1,2012;licensees Vomsed un�rChapter 455,F-$-must provide the Deparur eat v&A an email address If they'have one.The . rmars provided may be used for olruial communication with the Umnsee.However ernall ad'dreeses are public record.If you do not,'wish to supply a personal address,'. p see provide thaDepartment with an:ema0 address whkh;®n be made available to the"16 To determine if you are a kcensee under Chapter 455,FS.,please " dick hoer . . Product Apprwat . �7 I (',fedit rigid SqfeI . https://www.floridabuilding.org/pr/pr_app dtl.aspx?paran17—W1 EVXQwtDquYPIHVa8bq... 11/13/20I9 ' ASSEMBLY INSTRUCTIONS:. .;.!i PARTS UST ter%' ITEM PART NUMBER DESCRIPTION VENDOR NOTE:INSTRUCTION#1 THROUGH ARE TORE S' •✓ ✓ 1 — 7/16°APA ENGINEERED WOOD SHEATHING 'APNAPPROVED• PERFORMED IN FACTORY.INSTRUCTION t1,9 IS TO BE r.•• , 2 STEEL DOOR FRAME.1412'STEEL DOOR FRAME QUAIL RUN PERFORMED ON J08 SITE- SEE DETAIL'A' / rr✓ 3 — 98 x.1 112'WOOD SCREW SOUTHERN CARLSON 1. ATTACH ITEM 1(7/18`ENGINEERED WOOD SHEATHING) FOR INSIDE VIEW <::! 4 — 3/8'SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC OF ASSEMBLY TO ITEM 2(STEEL DOOR FRAME-1-10 CHANNEL)WITH r' , 6 — DOOR TRIM LOUISIANA PACIFIC ITEM 3(08 x 1-1121 SCREWS)@ 6'O.C.AND(2)SCREWS 3 4 6 — NAIL SOUTHERN CARLSON AT EACH END OF EVERY STEEL CHANNEL AS SHOWN y 7 390209 TUFF 3HED'L'HANDLE ASSEMBLY SIERRA PACIFIC IN DETAIL'S', ! ' g 98 x 2.114°SQUARE DRIVE WOOD SCREW GMS / 9 HTH6098 TUFF SHED HINGE SIERRA PACIFIC. 2.. ATTACH ITEM 4(3/8`SIIARTSIDE EXTERIOR (8 r ENGINEERED WOOD SHEATHING)TO ITEM 2(STEEL . r DOOR FRAME-1-1/2'CHANNEL)WITH ITEM 3(#8 x 1-1/2 ' SCREWS)(Q 6°O.C.AND(2)SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. 3. ATTACH ITEM 6(DOOR TRIM)TO ITEM 4(318` r SMARTSIDE EXTERIOR ENGINEERED WOOD '� i y' ISIS I] SHEATHING)WITH EXTERIOR GRADE CONSTRUCTION 6 , ADHESIVE AND.ITEM6(NAILS)0 S'O.C,AND(2)NAILS , AT EACH END OF EVERY TRIM PIECE AS SHOWN. r. / DOOtj HANDLE AND STRIKE ' IrJURRICANE SPRING BOLT PLATE ATTACHMENT 4. ATTACH ITEM 16(HINGES)TO DOOR ASSEMBLY WITH 7 f / r r , ✓ 3 SIERRA PACIFIC PART#1147ZN SIERRA PACIFIC PART dp90209 ITEM 8(98 X 2.1/4-SQ DRIVE WOOD SCREWS)AT ,csTi - ATTACH(1)HURRICANE BOLT 6'FROM TOP OF LOCATIONS SHOWN ON SHEET 4.(3)SCREWS PER DOOR AND(1)6'FROM BOTTOM OF DOOR. INSTALL DOOR HANDLE USING 48 x 2-0V SQUARE DRIVE WOOD SCREWS.ATTACH HINGE. ;.�: �'' r/ ATTACH EACH BOLT WITH(4)#8 x 2.114°SQUARE STRIKE PLATE WITH 2 114-X 3°SPAR r' DRIVE SCREWS" TSTAR WASHER HEAD POWER LAGS. 5 INSTALL OUTSIDE HANDLE(COMPONENT OF ITEM 97) 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 \" " 3 $INP L EDOOR ASSEMBL (COMPONENT OF ITEM 47)'TO THE DOOR ASSEMBLY ' WITH(4)#8 x 2.1/4 SQUARE DRIVE SCREWS.ATTACH 3 INSIDE HANDLE(COMPONENT OF ITEM#7)AND 8 3 SECURE WITH WASHER AND NYLOC ON HANDLE SHAFT(COMPONENTS OF ITEM 07), SEE DETAIL'A'. / 8 ,,.,,•':i DETAIL'S' — HINGE ATTACHMENT3l1EIUUZ=IFIC PAR _ -EXPLODED-DOOR— ASSEMBLY ® 1 wRr�`K � 2 RR SHED HINGES RR DOOR.ATTACH r� EACH HINGE WITH 17) #8 x 2-114'SQUARE- DRIVE WOOD SCREWS.HINGES TO • INSIDE / -BE LOCATED AS " HANDLE CAB LATCH SHOWN.-- NYLOC 08 x 2414-SQUARE WASHER DRIVE SCREWS A HINGE ASSEMBLY DETAIL . PARTIAL"INSIDEVIEW" PARTIAL END VIEW"PARTIALOUTSIDEVIEW „ DETAIL''A' �IE ITV O TUFF SHED L HANDLE HANDLE DETAIL 2 .Deg°�•TQ ASSEMBLY DRAWINGS BY: TITLE, DRAWING NO. Order#. PO# DESIGNAETHE ROPERT - "AP-FL -02 _ OF TUFF HEED O PROPERTY TUFF SHED_TNC_ 4'(4067)POOR ASSEMBLY TUFF SHED. Ord'", DL�WD By PK OF TUFF SHED INC.,THERE Storage Buildings&Garages " Data: 5/24118, 13U MNGTo BE SUPPUEo IN HOUSilDRAFrwd DEPARTMENT REV.LEVEL o1 ' 8rt8 AND BUILT BY TUFF S eO. 1777 S:HARRISON STREET AND INSTALLATION A TUFF SHED,INC,. �---� - a°wna: ssaz.oinso-:e, Cheated By. ANYOTHERU 819" DFJVV(30 Y753- UFF 80210 SHEET FORBIDDEN BYTt(FFSHED 1�.1 De;e: esliall8 (303)753--TUFF Building Qete' I=6THE EAf :TOAAR—up W-ftlbr �—� TUFF SKID MC;iWUueseu ne9wmnrreaR Scale: N.T.S. EEO__ neco�nc�TD•THeaepvarriDot�TNe SHEET 1 OF 3 PARTS'LIST ITEM PARTNUMBER DESCRIPTION VENDOR 481/2 OPENING 10 P47 4067 TUFF SHED DOOR TUFF SHED 114 .11 STEEL BASE QUAIL RUN 12 STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 8 13 3/4"APA FLOOR DECKING -APA APPROVED' 1/4 75 14 — DOOR TRIM-VERTICAL LOUISIANA PACIFIC 2X 114 15 — DOOR TRIM-HORIZONTAL LOUISIANA PACIFIC 38 11/1g 18 — STRIKE PLATE SIERRA PACIFIC .17 1147ZN HURRICANE SPRING BOLT SIERRA PACIFIC 12 18 — TRIMMER STUD MARKET LUMBER 19 #8 x 2.1/4"SQUARE DRIVE WOOD SCREW GMS 79 20 1W X 3"SPAX TSTAR WASHER HEAD LAGS DOO STRIKE DOUBLE TOP PLATE PLATE OPTIONAL HEIGHT CONFIGURATION 39112 38 11116 19 17 fir,:% ' HEADER DOUBLE TOP PLATE 16 13 ✓' 17 14 48 DOOR 99 ao O PARTIAL FRONT VIEW 31N6 INSTALLATION INSTRUCTIONS: 1, ATTACH STRIKE PLATES(COMPONENT OF ITEM 17)TO ITEM 10(4057 TUFF SHED DOOR)WITH REM 20(#8 X 2-1/4°SO DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. 17 CRIPPLES (2)SCREWS PER STRIKE PLATE: 18 _ 2, ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES AND STRIKE PLATES TO WALL PANEL ASSEMBLY WITH ITEM 19(tl8 X 2.114°SO DRIVE WOOD SCREWS)AT LOCATIONS SHOWN.(4)SCREWS PER HINGE.' =% ; 3. ATTACH ITEM 18(STRIKE PLATE)TO ITEM 18(TRIMMER STUD)WITH(2)ITEM 20(1/4° HEADER X 3'SPAX T-STAR WASHER HEAD POWER LAGS)AT LOCATION SHOWN: -4.—ATTACH ITEM-17-(HURRICANE BOLTS)TO DOOR-FRAME WITH ITEM-19(N8 X 2-1/4" 17-- SO DRIVE WOOD SCREWS)AT LOCATIONS SHOWN.(4)SCREWS PER BOLT. 19 10 •• t9 PARTIAL EXPLODED PARTIAL ASSEMBLY PARTIAL ASSEMBLY. OUTSIDE VIEW O TSIDE V EW ® INSIDE VIEW OrdertF. PO4 THESE DRAWINGS AND THE. DRAWINGS BY: TITLE DRAWING NO. TUFF SHED. GESIGNARP THE PROPERTY TUFF SHED,INC. Customer. Drawn By PK GF FF H D I THESE 4'(4067)DOOR ASSEMBLY AP-FL PGEN-02 RttAW G9AHE FOR A Storage 91leAd rasa:Garages Buildings&G Date: 6124118 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT AND INSTALLATION REV.LEVEL 01 E AND BUILT SYTUFF SHED: 1777 S:HARRISON STREET TUFF SHED,INC, Checked By: ANY OTHER USE IS Repotlai 15502.01-G5e3B FORBIDDEN BY TUFF SHED t!i?tiC'fyCC DEVVER,COL3-TUFF 0210 SHEET 2 Data: "'�' °R1Ta%a (303)'753•TUFF Building 11CR1tIEENGINEEROF er.tcaar. :l U�! f ryFF6hED -ASGUr•UALLRCWCNemnrrroR Scale: N.T.S. E!a&0R° - naro�rcvrocrnce�or+vmaeuan¢ SHEET.a OF 3 eoa non n+C n._ (8 6/16) (7 1HB) ® QI (312) —(1112) (115116) ® ® =01 T T "TUFF SHED HINGE �,4 9OQR TRIM 16 STRIKE PLATE_ 7"HURRICANE SPRING BOLT `./VENDOR:SIERRA PACIFIC VENDOR:LOUISIANA PACIFIC VENDOR:SIERRA PACIFIC VENDOR:SIERRA PACIFIC ,'....r'w PART#HTH6M PART#1147ZN (28118) I � STEEL DOOR T l VARIES BASED ON DOOR WIDTH Ell 04 TEI—L 318"SMASIDE PANEL VENDOR:SIERRA PACIFIC ®VENDOR:QUAIL RUNCHANNE VEND RL OUISIANA AC FICG "`r•r PART#3802= r c r•ra v e r.ro FL APPROVAL#9190.6 (3112) (1112) I (112) (312) — VARIES BASED ON DOOR WIDTH+{ 7116'DEB SPACER O7116".APA ENGINEERED WOOD PANEL 2 X LUMBER HEADER ' 18 TOP&BOTTOM PLATES,STUDS VENDOR:"APAAPPROVED" VENDOR:TUFF SHED VENDOR:MARKET LUMBER wuur•re paur•pvr•ro MINIMUM 2X4SPF#2 O1derIM. PON THESE DRAYANGS AND THE. DRAWINGS BY: TITLE DRAWING NO. TUFF �{E D DESIGN ARE THE PRDPERTY T.1 IFF%RFT) WC AP.FL*1GEN-02 Cestam Drawn By:PK 9FTUFFp IUD IN A E8E 4'(4068)DOOR ASSEMBLY StorageBuildings&G$ra Data: 6123118 BUILDING TO BE SUPPLIED IN HOUSE DRAFINGDEPARIAIENT TUF SHED,INC. ��Addles AND BUILT DY TUFF 8H6D. Rtaem4; 5SOLOW10•18 1777 S.HARRISON ST'REEf AND INSTALLATION REV.LEVEL 01 Checked t3y: ANY OTHER U I�3 L U to- OW4118 DENVER,COLORADO 80210 $HffiI FOREMI)PNBYTUPFSKI) wa.®tie t= 9—f (303)743•TTJFF COMPONENT DETAILS 3 hJ Date: oa;naa ar BUlldinQ51L8:NS�1•LLMM•eL9+L•pPR4R� INC ATHE EN0l EC�I �ROF lllppy�y5pr/p/SgyMlgyy"CCPO"p9uttrOH Scats: N.T S. RECORD• mmco"Ic^T0fTM�0RA �°"CDTNG 8HEfiT 3 OF 3 Florida Buildilg Code Online Page I of 2 V f N�` BeiS Home Log In User Registration Hot Topics 'Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ®ProduetApproval " Ea, USER:Public User I Al r - Product F or vat Menu r o ,A^pli -;ph c >,:���i—t,>Application�Detail v„ FL k FL10758-117 17�Q:`" Application Type Code Version 2017 Application Status Approved Comments' Archived Product Manufacturer Owens Coming Address/Phone/Email One Owens Corning Parkway Toledo,OH 4A59 (740).404-78i9 greg.keeler@owenscoming.com Authoriied Signature Greg Keeler greg.keeler@c wenscoming.com Technical Representative Greg Keeler " Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-634S ..greg.keele enscoming.com Quality Assurance Representeti e Address/Phohe/Email Category Roofing Subcategory " Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Nime who developed Zachary R.Priest the-Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Exp ration Date 10/13/2020 Validated By Locke Bowden)PX. Validation Checklist-Hardcopy Received Certificate of Independence FL10758 R7 G0I 6CR14003 3 2017 FBC Evaluation Report Owens Cornina Ventslfinakadf Referenced Standard and,Year of Standard) Equivalence of Product Standa ds Certified By Sections from,the Code 1708.2 https://www.floiidabuilding.org/pr/p app dtl.aspx?param=w I E`/XQwtDgv1dAvIte0Y0... 3%20/2018 Florida Building Cade Online I Page 2 of 2 ' 1 Product Approval Method . Method 2 Optilllon a Date Submitted 09r30/2017 Date Validated 10/04/2017 Date Pending FSC Approval 10/08/2017 Date Approved. 12/12/2017 Summary of Products Model Number"or Name Description 10758.1 Vents re 4-Foot Strip Heat and Copolymer plastic low profile attic ridge vents for installation Moisty a Ridge Vents in shin ems of Use Installation Instructions Approved for use in HVHZe a FL10758 R7.II 0g24003.3 2017 FBC Evaluation Report . Approved for use outride-H HZ:Yes Owens Corning Vents final.ndf Impact Resistant:N/A en ly Ft. Design Pressure:-N/A Created by Independent Third Party:Yes , -other.Refer to evaluation report Evaluation Reports FL1�758 R7 AE C CR14003.3 2017 FBC E 6luation Report Qwehs"Corning Ventafinat,odf Created by Independent Third Party:Yes 10758:2 VentSt re Low Profile Slant back Galy nized metal roof vent Roof V nt With Exterior Louver Limits of Use; Installation Instructions Approved for use in HVHZ:P lo F_L167 D3 3 7017 FBC Evaluation Report Approved for use outside H HZ:.Yes Qwens Corning Vents final.ndf. Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to evaluation rep rt' Evaluation Reports Flcit)758 R7 AE OCRI4003 3 2017 FBC Ev11ua io Report owes Corning Vents final.ndf - Created.by Independent Third Party:Yes i 10758.3, VentSt re Rigid Roll Ridge Vent Ridge Ventilation System Limits of Use Insgllation Instructions Approved for use in HVHZ:P o F116758 R7 II"OCR1400%3 2017 FBC Evaluation Report Approved for.use outside HI fHZ:Yes Owens Corning Vents final-pd Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes other:Refer to-evaluation rep rt. -. Eva[uatfon Reports, FL1075R R7 -AE OCRI40p3.3 2017 FBC EvryluationReportOwens C'ornina Vents Final,ndf Created by Independent Third Party:Yes ® Nett i i 2601 Blair Stono Road-Tanaha=_sr FL 32_'m9 Phone!850-487-1824 The State of Ffarida is an AAMEp er player.Caovriaht 2007-2013 State of F(pnda ::Privacy statement:;Accessibility Statement;;RM�ndt S�,Y t ,atrma Under Florida law,email addresses a public records.If you do not want your e-mall addre95rreleased in response to a public-records request,do not send electrotu mail to this entity,instead,d ntact the office by phone or by,tradiuonai,ma0.i ff you have any questions,please contact 850.487.1395••Pursuant to Section 455.275(1),Florida Statutes,effi6tive October 1.2011,licensees licensed under Chapter 455,F.S.must pmvlde the Department with an email address if "they have one-The emails provided inay be used for official communication with the,ficetrsee.However email addresses are public record.If.you do not wish to supply a personal address,please"provide he Department with an email address which raq be made available to the public To determine if you are a licensee under Chapter 455,F.S.passe did,h:tC, . product Approval Accepts: w ® b^fe! M Credit,Card Safe l https:/lwvivw.floridabuilding.org/pr/pr0pp dti.aspx?param=wGEVXQwtDclvldAvIteOYO... 3/20/2018 , Certificate of Authorizatidn No:29824" CREEK 17520 Edinburgh Dr Tampa,FL 33647 . TECHNICAL SE VICES, LLC � (813)480-3421 EVALUATION REPORT LORIDA BUILDING.CODE,6"1 IkDI n6N(2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued Sepfemher3o,'20f7 1 Owens orning Parkway Toledo,b 4 43657 (800)438 7465 www.owe iscoming.com Quality Assurance: UL LLC( UA9625) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an integral Part of the Roofing System Code Sections: 1708.2 Properties: Roof Ventili lion REFERENCES i Entity Report No. Standard Year Architectural Testing,Inc(TST1558) 01-38660.04 TAS 100(A) 1995 Architectural Testing,Inc(TST1558) 01-38660.65 TAS 100(A) 1995 Architectural Testing,Inc(TST1558) C1774.61-169-18 TAS 100(A). 1995 ASTM D 635 2010 ASTM D 1929 " 2012 ASTM D 2843, 2010 . PRI Construction Materials Technologies(TS 5878) AMG-00"2-01 ASTM,D 635 2010 ASTM D 1929 2012 . . ASTM D 2843 2010 - - PRI Construction Materials Technologies(TS 5878) AVIG-006-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TS T5878) OCF-111-02-01 ASTM D 635 2016 . ASTM D 1929. 2012 ' ASTM D 2843" 2010 PRI Construction Materials Technologies(TE T6878) OCF-112-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(H T5878) OCF-116-02-01 TAS 100(A) , 1995 PRI Construction Materials Technologies(TE T5878) OCF-223-02-01 TAS 100(A) 1995 PRI Construction Materials Technologies(TrT5878) OHI-007-02-01 TAS 100(A) 1995 OCR14003.3 FL10758-R7 Page 1 of 5 This evaluation report is providedJor State 1 f Florida product approval under Ride 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product cha ges or quality assurande changes throughout the duration for which this report is valid. " This evaluation report does not express norimply warranty,installation;recommended use,or other product attributes that are not specifically addressed herein. D OWENS CORNING ROOFING AND ASPHALT LLC [t VentSure® Roof Ventilation TECHNICAL.SERVICES,LIL PRODUCT DESCRIPTION AND APPucAr ION. VentSure 4-Foot Strip 1-1/4" is 1 -7/8" x 48" low-profile attic ridge vent consisting of a two-layer nylon- Heat and Moisture Ridge -polyester mposite. Available with or without a polyester fabric moisture barrier for Vents: installation in shingle roof systems. 48" MUM .. .. .. 1 14-7/8" Deck Type: Roof 'deck shall be constructed of closely 'fitted sheathing'for new 'or existing construction. Roof deck shall be desig red and installed'in accordance with•FBC requirements. Roof slope: Minimum :12 to maximum 16/12 Installation Height Maximum Attachment Attachment Method: Cut-a 24n opening(1-"inch on'each side of the ridge)centered in the deck at the ridge for. ntilation. The slot shall terminate approximately 6-inches from the rake- edges.Ap ly a%-inch wide bead of ASTM D 4586 roofing cement along the entire length,of t e outside edges of the Vent to seal the vent to the field shingles, taking. 'care to no completely cover the.weep 'slots in the vent. Center the'vent-overthe opening a d fasten to the.deck using the r 1.ga: 2%-inch galvanized ring shank nails (shall comply with FBC Section 1506.5)provided,with the vent Fasteners are to be installed oi i both sides of the vent 1, 12,24,36,'and 47-inches,from the start of each vent piece Prepare th a adjacent vent section by applying the roofing cement along the edges, snap toget ierwith fixed'vent,and fasten to the deck.in the same manner as the first section. •F sten the ridge shingles over ttie vent to the deck on the marked "shingle nail line' ith'two(2) minimum 11 ga.,2'%a-inch,galvanized ring shank roofing nails shall corn I with FBC Section 1506:5( y )'provided with the vent or as directed by the shingle mz nufacturer's installation instructions. Allowable Roof Coverings:. Asphalt sh ngles OCR14003.3. . . FL10758-R7 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rue 61G20-3. The manufacturer shall notify CREEK Technical.Services,LLC of any ptodu.ct,char gqs or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor:mply warranty,installation,recom ended use,or other product attributes that are not. specifically addressed herein. CREEK OWENS CORNING ROOFING AND ASPHALT LLC ' VentSure@ Roof Ventilation TECHNICAL SERVICES,L_.L VentSure°1 Low Profile 18'x 24'z -3116'(32"x 23"flange base)static off ridge vent composed of ASTM Slant Back Roof Vent. A653'galva iized steel(available with pai 'ted finish). Material shall conform with with Exterior Louver: FBC Sectio n 1507.4.3. ----{ r i t i i J! LE_7 Deck Type:. Roof deck shall be constructed of closely fitted sheathing for new or existing constructio . Roof deck shall.tie designed and installed in accordance with FBC requireme ts. Roof slope: Minimum 312 Installation Height: Maximum 3-ft. Attachment Method: Cut an 11 A 11-inch hole-through wood sh athing only approximately.184nches from the ridge. Uply 114-inch thick by 34nch wide bed of ASTM.D 4586 roofing cement around irin ar and outer flarige. Place ver1t directly over the hole, ensuring the vent sits flat on he roof. Fasten vent 4-inches 6.6.and 17inch from outside edge of flange with miniff urn ,12 ga. ring ,shank roofing nails.(shall. comply with FBC ,Section 1506.5), a isuring %-inch.penetration through wood deck (Minimum 18 nails per vent). Install baff a in '/-inch' bed of ASTM D 4588 roofing cement and secure with minimum 12 ga. nng shank roofing nailsl(shall comply with,FBC Section 1506.5) spaced 8-Inches o.c. (total of(3) nails) While ensuring '/-inch penetration through wood deck Seal all nails and vent flange with ASTM D 4586 roofing cement. Allowable Roof Coverings:• Asphalt shingles OCR14003.3 . . . FL10758-R7 Page 3 of 5 This,evaluation report is provided for State ol Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product than les or quality assurance changes throughout the duration for which this report invalid. This evaluation report does.not express nor i mply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. i CREEK OWENS CORNING ROOFING AND ASPHALT LLC VentSure® Roof Ventilation TECHNICAL SERVICES,LL VentSure"Rigid Roll 618"x 11-1 4"x 20'attic ridge vent composed of high density polypropylene with a Ridge Vent: spun-bond polypropylene fabric. -i Deck Type: Roof derA shall be constructed" 'of closely fitted sheathing for new or existing construction. Roof deck shall be designed and installed in accordance with FBC requireme ts. Roof slope: Minimum :12 to maximum 20:12 Installation Height. Maximum 0-ft Attachment Method: Cut a 2-4n h opening(1-inch on each side of the ridge)centered in the deck at the ridge for v Britilation. The slot shall terminate approximately 12-inches from the rake edges.Ap 31y a continuous bead of polyurethane adhesive sealant along the entire length of t ie outside edges of the vent to seal the vent to the field shingles. Center. { the vent vex the opening and fasten the vent 24-inches, o.c. to the deck using minimum. 2 ga. ring shank roofing nails (shall comply with FBC Section 1506.5), ensuring' -inch penetration.through wood deck. Fasten the ridge shingles over the vent I the deck on the marked'shingle nail line" vault two( )minimtun 12 ga. ring shank roofing nails(shall comply with FBC Section '1506.5),qr as directed by the shingle manufacturer's installation instructions, ensuring' inch penetration through wood deck. Outside edges of the shingles shall be sealed Nith flashing cement. Allowable Roof Coverings:. Asphaltshingles UmITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ.. 3) The roof deck and deck attach ant shall be designed by others in accordance with the FBC. 4) All products listed in this'reporl shall be manufactured under a�quality assurance program in compliance with Rule 61 G20-3.. 5) Owens Corning vents shall be installed in strict compliance with this evaluation report and 'the manufacturer's published installation instructions. in the event of conflict, the more restrictive installation shall be enforced. 6) Deck substrates shall be Ilea , dry, and free from any irregularities and debris: All fasteners in the deck shall be checked for protrusion prior to installation. 7) Installation of the roof assembi is outside the scope of this evl luation. 8) Owens Coming vents are intended to provide.passive ventilation for an enclosed attic in residential construction applications. OCR14003.3 FL10758-R7 Page 4 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product chai iges;or quality assurance.changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recomr iendeduse,or other product attributes that are not specificaliy addressed herein. CREEK ENS CORNING ROOFING AND ASPHALT LLC VentSure® Roof Ventilation TECHNICAL.SERVICES,,LL COMPLIANCE STATEMENT The products evaluated herein by Zach ry R. Priest, P.E. have demo strated compliance with the Florida Building Code,6`"Edition(201!).as evidenced in the'referenced documents,sub fitted by the named manufacturer. . . G -, .11•�;��E"sF•�s -- 2017.09.30 2 No.74021 _ 15:16:17 :O:• STATE OF . :�4Q -04'00' ---i�S/o •E�0� . F o da Registration o.74021 ���i�N�An+�io Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services..LLC does not have.nor will it acquire,a financial interest in anq company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owniN 1.operated,or controlled by any company manufacturing or distributing products under this evaluation. . Zachary R.Priest.P.E.-does riot have,nor fill acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor wi acquire,a financial interest in any other entity Involved in the approval process of the product END OF REPORT OCR14003.3 . . . FL10758-R7 Page 5 of 5 This evaluation report is provided for StateAf Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical'Servioes,LLC'of any product chap jes or quality assurance changes ttuoughout the duration for which this report is valid. This evaluation report does not express nor mply warranty,installation,recommended use,or other product,attributes that are not specifically addressed herein. - Florida Building Code Online Page I of 2 It. '��'. rl.;(`.'�i-i1i, _i'_�j� ''1�'+R iitt-sdl'ei; - - "-_____-- --- _!. a —•+�1Qi SaS time Log In .User Registration. Hot Topics Submit%.dorge Stars B acts PubUcations Contact Us BCIS Site Map Links Search I ProdUCt Approval USIA:Public user . do"'tt"'r ftWRa.gr,7z%1ftjW>Product or ArnJtratinn Search>Andimtton 1 rft>Applica on Detail .FL,# FL18686-R3 Applicayon Type Revision Code.Version 2017 Application Status Approved *Approved by BPR.Approvals by DBPR shall'be reviewed and ratified'by the POC and/o�the Commission If necessary. Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,NJ 07054 (800)766-341�1, mstieh®gaf.com Authorized Signature Michael Stleh mstieh@gaf.com Technical Representative Michael Stieh Address/Phone/Email 1 Campus Drive Parsippany,N1 07054 (973)628-3000 mstieh@gaf.com Quality Assurance Representative Richard Weiman Address/Phone/Email 1 Campus Drive Parsippany,N3�07054 (973)872-4421 RWeimanLagaf.com Category Roofing- Subcategory Underlayments r Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCD-EVL Quality Assurance Entity Miami-Dade BCOD-QUA Quality Assurance'Contract Expiration Date 02/22/2023 Validated By Mlaml-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) ,Standard Year ASTN6 D226 z00g Equivalence of Product Standards Certified By Sections from the Code https:://WWW.floridabuilding.org/pr/pr�_app_4tl.aspx?p EVXQwtDquIGtg5bCXRsc... 9/5/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option C Date Submitted 02/26/2018 Date Validated 03/16/2018 Date Pending FBC.Approval Date Approved 03/26/2018 Summary of Products FL# Model,Number or Name Description '18686:1 FeltBuster High-Traction Synthetic Roofing Felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FU,8686 R3 11 18-01 I,Q-,75;tidf Approved foe use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:No Created by Independent Third Party: Design pressure:N/A Evaluation Reports Other. F1.i8686 R3 'AE 18 0119.15.Ddr. i Dad: ill . Contact Its::2601 Rialr stone Road,rnllnnas:eE R.32399 Minnie:856•487,1824 . The State of Florida is at AA/EEO employer.CU r ?1107-2013 Ststg rt FInrids.::Edyacy Statement::Accessibility Statement;;Reeved Statqrw. Under Flodda taw,anal addresses are public records.,If you do not watt your a-rmu address reheated In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional ma@.If you have any questions,please contact 850:487.1395.*Pursuant to Section 455,275 (1),Florida Statutes,effective October 1,2012,Licensees licensed under Chapter 455,F.S.must provide the Department with an email address 1 they have one.The emak provided may be used for otridat communication with the I—asea.However emaajaddremes are public record.if you do not war to supply a personal addrrss. please provide the Department with an email address which can be made avadabie to the pub is To determine d you are a bednsce under Chapter 455,F.S.,please dirk here i . Product Approval Accepts: ®�RRFq® Credit Card Safe, littps://wow.fl®ridabuilding.org/pr/pr_app_dtl.aspx?param— 1✓VXQwtDquIGtgSbCXRsc... 9/5/2019 M� � MDADE 1AM 15M MIpN1I-DADS COUNTY. PIiOD[1CT.CQNT..ROI,SECTION •16EPARTMENT OF REGULATORY AND;ECONOMIC RESOURCES(RER) 11*80-SW'26 Shzct Room 209 BOARD AND•CODP ADMINISTRATION DIVISION. Nlialfii,Flmid033.175-2474. T(786)3]5,-219D E 786)315 2599 NOTICE OF ACCEPTANCE MOO www.miem9dstte�dvhconomv GAF 1 Campus Drift, Pttirsipaniny,:NJ 07054 SCOPE: This-NOA is tieing issued under the applicable rules and regulations.go erring the use:of coristrueft6n.inatenals.The" docWmentatiori submitted has been teviewedand accepted by-Miathi- a.County RER-Product Control S•ectibii fobe used:in Miami Dade County and other-areas where allowed by the Au oHty Having Jucis4iictior►(AHd). ThissNOA shall riot be valid-aftecthe-expiration-date stated below.The-Midnii-Daiie-County Product Control Section Qn Miami Dade County)and/brthe AHJ(in areas other than•Mianii Dade Coanty.).reserve the right io have4his product.or material tested fpr quality.assurance•purposes.If this produc'.ormaterial fails to perform in the accepted. .manner,tlte•manufactun:r,will incur the:expense of such testing'and-thy AlU inay.iinmediatdly tevolce,inodilD4 or. . -suspend the use:dsi urb product or material within their jurisdietion. RER regeives.thd righttdrevoke this-acceptanc ,, . Tit'is deteririihed by Miami-Dade County Product Control Section th this product or material fails•to meet the requirements of the-applicable building code. Tliisproduct..is approved-as described herein,and.has been designed to comply whh.dte Flo`da Buildi�Sg Code :including the High Velocity Hurricane.Zone of the:Florida Building Code. . OESCRIP OON. GAF Leak Barriers and Roof Deck Protection LABELING: Each unit•shall bear a permanent label with the-nianu€ac�turees Bartle.or logo;dity,'state and following statemeiit:"Miami-Dade•County Product Cbntrol Approved"W-unless otherwise noted'Herein. RENEWAL orthis NQA.shall be•oonsidered.aiter a ithi wal application,has been filed arid'there has been no change in the applkable•building code negatively-a9ecting_the:performance of this probet., TERMMAT.ION of this NOA will-occurAer die expiratiori date:br i there•has-been.a revision or cliangeiri the, materials,use and/or manufacture of the.product or.process..Misuse olj this i+IOA•as:an en�doxseming of any:product; for:sales,advertising or-any other purposes shall automaticallylerniinate his NOA.Failure.to comply.With any. -section. of-this NOA shall be-cause for terr:iination anil removal of.NOA.:. .I�DVERTISEMENT: The NOA number preceded by the words.Miami-DadeoDnty, Florida, and:followed by,the -expiration-date may be.displayed in advertising literature. If any portion of thbe NOA is•displayed,then.it shall be done, in-its•entirdly. . INSPECTIO14:A copy.•of this entire NQA shall be provided to-the user by the,manufacturer or its-diAdbutbrs and. . shall be available for-inspection at the job:site:.at the request ofthe Widing Of#icial. T1iisNOA renews and#evisesNOA 1-6-1213.04.aird.consisti_.bfpages l:tfravitgh 10:. The submitted documedtatioh.*as reviewed-byHamleyPacheco,-P.E. t 1 NOA.No.i 18-0II9.15 tita�RzrAaEta ry Lapiratiori Date-. Mi2fi3. �-� Approve[Datc: 1!Z/2Z/1$ page.l of 10 RO.OFI1+iG-.COMPONENT APPROVAb Cat .Roofing . . Sub-Category: Underlityment MateHal: . SBSIPojypmpyldngAspbalt PRO»UCTS DESCIKWnONA. Test Product -Product Dimensions So edification DOSCI`iptiDII' Wea'theffateh®Mineral 36"x 50-'Talk A,S`I'M D 1970 •Granufar-surfaced modified,fiberglass reinforced, Surfaced Teak Barrier 36"x 66:I'roils bituminous sheet:materW for use as a.leakbarrier.. Manrjaeluring uriderlayment,iri sloped-toof assemblies.- Iatlon:#1,9 Dsigned as an ice&rain shield. ft rmGuard"?'F Ulm. 36''x-66.T•r.olls A%TMIU•197U 1Vradified,41berglassreinforced,bituminoussleeet Surfaped Ireak.Barrier material-forrise as a bigb•tempers-Mcv leak-barrier Afamffacturing: underlay-inenthi sioped•roof.assemblies: L.ocatlon#1,9 •Designed as an iee&-•rain shield: Liber4y1r 00 Self. .39 ale"x 66' rolls A$TM 171970 -Self-adhering-SBS roof membiane. Adhering BaseMly.Sheet ASTM D4601 Manufacl:aring. Type•11 Location#1,9 Deck-AKIM&T6TPremium, 5V x-=- rolls AS-'IN D 226. A UV-stabilized polypropylene-breathable Br&thable-Roof Deck 48"x 100' rolls Type II underlayment. To be-used far-ioof deck Protection protection as,an under-layment in sloped roof Manufacturing assem .es*.. Location#2 Tiger PayJm Roof Deek 48"x.25.0'rolls ASTM D:226 A UV-stabilized polypropylene.non-breathable Protectiot; 4$"X 100'rolls Type-II underlayment_To.be used Tor goof deck prgteetion- MartitfaclW ink. asab Underlaymeiit-iri sloped roof assemblies. Ld.cation 43,516 ReltBustei*19igh-TlCraction. 48"x 250'rolls ASTM D 226 -A UV•stabilized polyprbpylehe.non-breathable• i Synthetic Roofing Felt Type.T- underlayment.To-lie used:far roof.deck protection Afanrffactuxing . .as an underlayment in sloped roef, •emblies. Locallon#7,•8 Shingle-Mate®Roof Deek 36"x 144'rolls . ASTM D.226. Filiergass-reinforced asphalt feft underlayment.Ti) Protection Type•1• b used for roof deck protection as an Mamcfactu Ing underhlyment.in sloj*Ox6ofasserrbfi0s. La�aiion.#!t • WOA Kq.:. 1"119.15 Cotutry E%pirstion Date: 02i2223 Approvil•D i 0=2/19 Page-2-of 10 PRODOCTS.D&SCRII WON. 'Test Product Product Dimensions suecilieotion Rwriptlon Liberty''"SA GIags Gap .39 3/s"x 34' rolls ASTM-D 1970 Granular surfaced modified;fiberglass reinforced, sheet AM M D 6103 selff adhering-SBS.roof'aneml rane., Manufacturing AST1V�D 753O LocalfQn#4 IGAFGLAS®Ply 4 39:37, ASTM D2178 Aspahalt tnipregnatW glass felt wSth aspahlt lylayFt gcluring (1 meter)Wide Type IV coatini. Location##9,10 GAFG1LAS®F1egPty :6 39:37'r A$Tjvl R2178 . . Aspahalt impxegttated glass-felt with ospahlt Manufacturing {'l Inci er).Wide Type VI coating. Location#9,10 MAMMA URING LOCATION: 1.ML Verpon,IN Z.Nbrthllay,Qptario . 3.Mission,British Wul t$iia 4.Pryor,.OKc S.Qingdao,China b:Charlestoth,SC. 7.Spw1anbuil SC S.Dadra,India 9.Savannah,GA. IO.Mobile,AL a MOA No: 18-01 I9:15 Explsation Dsites UZ/2 W- Appiroval Date: 02/22/18 PagLaor 1R EVIDENCE SUBMITTED: Test-Agency Test Identifer Date Iirterfek-T.estiiig Servicesd`lA Ltd. -307746"1 ASTM-D-1970 09/23106 .3090131 Wi A Uplift and`Self Sealability 08/23/06 . 100259583COQ-OIOA ATM D:226 Type II .01/08/.11 1A067381-8W.0.0.03. A$TIM D_Z76 Type 1I 06/13/13 10157299000Q-005 ASTM D.226:Typoi II 04/.l7/14 F8549:02-106-1,8 ASTM'D 226 Type I l l/08f16 PRI Construction Materials RGIVI;023-D2-Ol ASTM D d70 . 05/16/07 . . Technologies;LI;C. GAF-112-02-01- AStM D226 Type.11 03-A 06 GAF 238-02-01" ASTM D-T970 03103710 GAT 323-OZ-01' ASTMD 1170 1,1/30/11 GAP 324=02.-b1 . ASTM D 19.70 1 IOl ll 1. GAF325-02-01: ASTM DJ1970 12%OlA l GAF-326-02-GI ASLTM:D 1970 11/30111 GAF-275-02:A 1 ASTM D-r970 11/11YI O GAF34"2=0I ASTMD 1070 04/2342 GAF33$42=01 ASTM D 226 Type 1 03/14/12 .ELK311-02-01 ASTM'D 197.0- 09111/07 GAF-518-0241 ASTM D 2Z6 Type.I 06104/14 GAF•-8l.M2-0:1 ASTM"D 4531 1'7../ 17 GAF-829-02-01 ASTM D'226_Ty ie 1:1 01115/.18. . GAF314-02-0 i. ASTM YZl?. -. 6.7/2. l GAF-31.5-02-01 ASTM'D2178: OW-21/]1 . TriniWERD GAF-SG13285.03.17-1 AST[!rf"D IWO , 03/08/17 GAF-SC.I3285.03.17 3 ASTM WOO 03/01/1.7. OAF-S.CI3285.03.17-4 ASTM D-4970 .03/01/17. -GAF-SC13285.011-7-2 ASTM D 4601'Typell 02/08/17 GAF-S.C9700:08=15=R1 ASTM D2170 09109/15 -GAF-SC12915.12.17-RI ASTM b t97A 12/l l/.17 GAF-SC12915.12,17-R'1 ASTM D 6.163 12/11A7 GAIN-SC1291-5.12:17-R1 ASTM,D,7.530 12111117 catn�rY NOA.No:s M0119:15 Expiration Datei 02/MZR3. Approval Rate: &21ills Pa�e4ot•'10. ' APPROVED AssigmnY,IR5: .Deck Type 1: . Woad,.non-insulated Deck Description: 14/sr"or greater plywood orvoto plank System E(L}: Anchor sheet meehanically fastened to deck.membrane adhered. Base Sheet: Two plies,of ASTM D 22ti Tripe I or:Shingle✓Mate�Roof Deck 17rotWflon:OR one orinore,plies ofASTM DIU T-*.il,-De�k_A-uhOrIM Premiufn Breathable Rapof Deck Protection,FeltBust6ia* High=Traction Synthetic Roof ng Pelt,or Tiger Paw Roof Deck Protectign with a-minimum 4'.' side lap,end a.6'eedlap mechanically fastened m the.deck�with.approyed nails and tin caps 0" . o c.at.tfte laps-and four.staggered rows]2"*o:o.in the`field.of ihe.ioll. . l(roof is ekposed to raWsnow,.tape al]end and5ide laps with approved butyl.adh6sive_based seamleovertape:or an approvO'waterprogf cloth duct tape(follow the tape's manufacturer's installation instructions).AIW�ays apply tape"cLvei ail-fasteners-at tho ceriter-of the-roll.or tlie-ettd laps to-help'prevent rain or snow from entering at the fastneiters. :Membrane: Onepumore.plies.of WeatherWatch"?"Mineral Sgrfaoed�LeakBa' r,StormOiuw1®Film Surfaced Leak Barrier,Libetty"rm SA.Glass Cap Sheet,or LibertyTm SBS'Se LAdhering Base/Ply Sheet membrane with�minitntim.3"aid lap.and 6"oad lap. Place the'first.:course.of membrane parallef to the cave,.foliingtlte.membr fne-to.ob%m,maximum contact. Remove the release'membtane-as the,meaibtane is applied. Vertical strapping of the mofwith Weather'WatchP Mineral:gurfaced Leak Barrier;- or StormGUard®Film Surfaced Leak'Barrier-is, -acceptable. surlacing:. Approveil Roofing Assembly. NOA Nu:: 18=111]9:15 M 1FWiDECOUNTY E:piration Me: 61/2 23 Approve[Date: 02/22/18 rage 5 of.16.. Deck Type I: Wood;non-insglated Deetc]E)Feskripjiofi 1%2"or greater plywpod or wood plank System E(2)t ldMeinbrane mechanically fastened to deck.. Separator Sheet: One•or mnre plies.of GAEGLAe Ply 4,OAFGLAS°�PlexMyTm 6;Shingle-Mate®.Roof,Deck Protection,Deck-Armoi Premium Breathable .Roof DecTc.Frotectior[,FeltBuster®High- Traction Synthdtic.Roofit:g.Fe%6r'figer Paw11]roof Deck Protection 16ose laid. Membrane: One or:mare plies•of WeatherWatch—.Mineral Suffaced•Leak Barrier,StormG Film, Surfaced Leak Barrier,LibertyTm'SA Glass Cap 9JIedtr dr LiberWm SBS-'Self-Adhering Base/Ply;Sheet'membrane mechanically fastened with a minimum 3":side lap*And a 6"Fend lap-to deck"through the separator sheet with approved nails an_d f in,daps 61 o'..af the laps Rndd two staggemd.roW-12"o,d.in•the field oftheroll: Surfaemg Apprbved Roofing.Assembly: N.Ok'No.o 4-019.fS Ku etaaueoo Ex,01ratigl ]Date: 02dA2 Approval Date: -02t 19' Pa&o 6 of 10 Deck Type 1: Wood;non-insulated Deck Dewriptloa: 1/3;'of&ater pLywood or wood plank System E(3): Anchor sheet-Mechanically fastened to deck,membrane edhemd. Secondary Water Install a min'iinum.4"-wide WeatherWatchl-Mineral 8b faeed leak Barrier,,-Libefty7m SBS Barrier: Seff-Adhering'13ase/Ply Sheet;LibertyT*,SA"Glass Cap-Sheet,or StormGuatdO Flint-Surfaced i (OPOOnal) Leak.Barrier membrane;over-the joints mf the plyWood roof deck,prior to installation of thebas_e . sheet.Do:.not•overlap-end'or side joints.All side and"end laps sbpufO'be butted firmly-ide by side;flush with Bach other but not overlapped:Do:riot 1'eave thce WeatherlNatch Mineral Surfaced Leak Barrie-r,.or StormOtiaid4o>iilin Surfaced Leak Barrier niembrane:exposed for more that►30 days without a roof4eck protection underlayment.protecting the secondary voter barrier: Base Sheet: Two plies of ASTM D 226'1'rp l or Shingle-Mate hoof Deck Protection DR one o .more plies of-ASTM-D 226 Type Il,Deck AibioOm Premium Breathable Rdof Deck.Protection, FeltBuste Nigh-Tr`actii Synthetic Rgofing Felt, 'ox Taber PaA w.m.Roof Deck Protection with a minimum 4".side lap and a 6"'end lap.mechanically fastened'to the deck with.approved nails,and. tin caps.6"ox at the IsOand four staggered rows 12-"o.c:,in the Hold-of the rbll. If rbof-is exposed-to rain/snow,tape all end.and side taps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth.duet tape(follow the tape manufacturer's installation%ngtruetibns). Always-apply tape over all fasteners at the center of be.roll or ti m-end laps to help prevent rain or snow rom entering at the fasteners. •SurfiW*g: Approved Roofing Asseinbly: NOA.No:: 1&0110.15 D` ExplraElon Date: OZ/22/t3 'Appivitil Date: 02rL2118'. Page 7`af'10 Deck Type'-1: Wood,non-insulated. . D ek Desciiotlone - .19192"of greater plywood of Wood.pWk System E(4): Anchor sheet-mechanicalty faster W to iie k membrane-adhered. Base Sheet: Two plies of ASTIvI D.226 TypaI or ShinglaM late®-Roof Deck Protection OR one or inbre-plies* df AST,M D 226 Type;A,Deck-ArmorlM Premium Dieathable Roos'Deck Protection Fcltl3ustor0 high-Traction Synthexic,.Itoofing.F@lt;or Tiger PawTM Roof-Deck Protection with ia . " minimum d".side.lap�apd a l;"-end.ls(S mechanically fastene8to the�8eck.with approved nails and tin caps 6"o.c.at the"laps and four sCagered rows I2"b:c,in the field of the roll: Ifroof:i5.e osed-to rainhs ow.to all.end and side 1 s-vdth . xp tape - ap apgxoved-butyl adhesive based. seahilcover tape or an approved waterpioof cloth idact tape(fol low the.tape:'s inanufachtrer?s installation-iitstruc6ons).AlwAys apply.tape overall fasteners at the denier of die-roll or the end laps to help.prevent Mh-or snovvfroni entering at the fastneners. IV1(eiabranter Gate or more plies of StounGuardO Balm Surfaced Leak;Barrier memotane with7a mkiiinum 4." slde.lap and6"end-lap. Nace the first:course,of membrane parallel to the eave,iollt.the. . metbrane to:obtain i igAmttm contact._R•eifiove the release nlenibmne as the membrane is applied. aciag: Approved for Metal roofing;State;and Asphalt Shingle assemblies. Surl toannc�ut�n . NOANo:: 18-0119.15 ■ �gpiration Dete: OZPL2/23- Appioval Date: tF-V=8 Page g of Ht- L1�ivirrATiorls: "I.. Eire'classification is not pait of this acceptance. 2. .Weather@Vafch®'Mineral Surfaced Leak Barrier, OtortQWK&I Film Surfaced Leak Barrier,_Liberty''"':SBS`S61f Adhering.Buse(PlX S)i�eet, tibertyT"s SA Glass Cup Street, Shingle-Maie l hoof Deck Protection, Deck-Am' Premium Breathable.Roof Deck Protection;FeltBusterO High-Tra ion Synthetic Roofing Felt,--and Tiger Paw' Roof Deck-Protectiob shall,not-be"used as roof the undet1syinent. .3.._ This acceptance is fop prepared :roofing applications. Minimum deck:requirements shall'be in compliance with applicable building cWe..Wdat1 erlll&chO- Mineral. Surfaced Leak Barrier, StorniG=O Filrir Surfaced Leak Barrier;.LibertyYm SBS Self Adhering:Base/Ply Sheot, Libertyw SSA Glass Cap-Shegt,,:Shing1e-MateM1 Roof Deck Protection, Deck-Arrnoflm Premium" Breathable.Roof .Deck "Protection, ,T-e1iBuoie Nigh-Traction -Synthetic Roofing Felt; and Tiger "P,aw'tM Roof DOdk.Protection shell.be inst?lied in.strict compliance with applicable Building Code. 4. WbatherWatch® Mineral Surfaced Leak Barrier,.;Storm�uard�Film Surfaced Leak.Barrier; LibertyT"r SBS$elf- Adhering Base/Ply Sheet, LiberWTM SA.-Glass Cap Sheet; Shingle=Mate® Roof Deck Protection;-Deck-Aitmoom Premium Breathable Roof Deck Proteation,"FeltBusier*High=Traction Sjmthetic Roofing Felt, aod'Tiger'.'Pa�uT"'t Roof Deck "P`miection membranes shall "be applied to a smaioth, clean -and dry surface with deck free of irregularities:' S.. WeaiherWatclt* Mineral":Surfaced Leak.Barrier,SiorrnGuard®.Film Surfaced Leak Barrier, Liberty79 SBS.S6lf Adhering.BaSelPly. Sheet,Lib&1fm SA Glass Cap,Sheet, Shingle-MatO.hoof Deck Pfotectiorl, Deck:Armorm Premium Breathable Roof.Deck Protection, FeltBusterO Ngh=Traction Synthetia'Roofing Felt, and Tiger Paw Roof Deck Protection membranes shall not.be applied oVer"a 'exisfing.rooemembrane.. ,Wea1hprWatcle.Mineral Surfacod'Leak Barrier, StormGuard®"Film Surfaced Leak Barrier, LiberiyTM".SBS,SeIf Adhering-ft-W ly Street;,LibertyTm SA:Glass Cap.Sheet; Shingle-Mate Roof Deck.Protection,Deck ArmorT"r. Premium Breathablp Roof Deck Proteetiorr, FeltBustero Higil�_Trq.lion Synthetic Raofing Felt; and Tiger PavOT4. Roof Deck kProtectian shali.not be.]eft exposed"as a:temporary roof for.longec#han 30 days pf`applicatign. 7: WeatherWatch* Mineral Surfaced teak Barrier, StatmGuardD Filth 'Surfaced Leak Barrier, Libditym SBS"Sett- Adhering.Base)Pty"Sheet,i iberWm SA Glass Cap Sheef,."Shingle-MateO Roof"Deck Protections, Declt-Arinor'M Prerniirm Breathable ROOfDeck Protection,.FeltBuster®"High-Traction Synthetic Roofing Fe1t, and`I`iger Pawlm Roof Deck Protection may-be:used with"any approved roofcovenog Notice of Acceptance listing WeatherWatch*. Mineral Surfaced Leak Barrier;StoiinGbai&Film Surfaced teak Barrier-, LiberWm SBS-Self-Adheripg.Base/Ply Sheet, LibertyT SA Glass Cap.Sheet,'$hingle-MafO Roof Deck Protection;Deck-ArmorT"d Premium Breathable Roof Deck Protection, VeltBustesl High-Traction:Synthetic.Roofing Felt,artd Tiger Paw"".Roof"Deck-Protection as:a component part.of an assembly.in the Noticx of Acceptance. If:WeatherWatchO Mineral.-Surfacd:Leak Barrier, StormGuard* FiTm Surfaced Leak'Batiier, Liberty's SBS. Self-Adhering Bose/Ply Sheet,Libertym $A Plops.'pap Sheet,.Shingle-Maier RodfDec(c Protection,Deck-AimoTT"r"Premium"Breathable�tonf Deck Protection, FeltBusteiO Righ-7'raction:Synthetic Roofing.Feit and Tiger.Paws''Roof Deck Protection are not listed;a.request may beYnade to"the Authority:-Having Jurisdiction.(AHJ)or tt-0-Miami-Dade County Product Cdntrol I3epWtanent for approval-provided drat appropriate docunfentation is provided to detail dotopatibility of-the products% wind . upltftresistance,apd fife testing results. 8, All nails;in"the deck shall t carefully checked for.protruding heads. Re-fasten arty loose decking panels. weep. the-.deak1horoughly.t6 remove any.dust and debris prior to application. Install whententperatures are'45°Rand rising. p, When applying the membrane in tile-valley,.start at the low poiirt ano work to the high.point,.rolling the membrane from thecentdt out:Ward:in Both direction$. NOA No. 15-0119;15. ExoraOoa Date: t=Vi3 Appe Yal Date: 112/-22r19 Page 9 df 10 OT 3o Di a$Ra BYI�zIzO :a}s���►o�ddv s176110-91 ON •nnbjaq uhtogs.su leag log yas�l�npotd�uno�aPga lwetyy at(l:iar,.panoaddH . 104tXo� ;btipoid Auno-O apep-iu='Ku. :;uazua;uss gjfi oll�`ayl. Pun `f t;oe� S�nj6e3nu"sui jo a�-: pug Altj-. `o1ol ao ounu.sAammputau aq;jo gunlnw ajgLugaapr ao;uudun"au; jWq IMs&i[�asd jo.saverquiour IIV '£; ap°�:anrPslp!Eupd ePuolil"aq;ja£-OZD:ig alo'a puo apoO Swung gpuold alp q;uh-aouepib ul)rpm aauwnsse.rt;tii b E.a�tiu<[jlggs utaiaq.palsll,s�npb�d [Id 'ZX �. ulpling alge:iildde.pue a�ve;davo a?poll Coiluo }�npotd'luaxmo�CIqu[ass.V-jooli.q;len a�ugrldWOO uc supl;u.42uad pug sXauuclya ��T�adld�ran..ysgl�'II o;.uoi;uagn latyads:%uul2 ns.agt-q t*.p �+00°l000l DA'�eq of se os ai*j; s.auetquiauki(;ua a p uiooiq.to:llog •aL. �$NOLEYZIIAII'j . . .