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Name: O8CAROANTNG0&MORAN MARIBEL Address: 328MouldwoHollow Dr Permit Type: Building General (Reaidentia) Class of Work: Shed Building ValuaUnn:$4.8n5.45 Electrical Valuation: $180 Mechanical Valuation: $1{0 Plumbing Valuation: $1�00 Total Valuation: $4.89845 Total Fees: $97.50 Amount Pam:$o7.5o Date Paid: 10/25/2022 2:09:35PM Issue Date: 10/25/2022 3281 Moulden Hollow Drive 17 FKE|NSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 0A local government shall impose afee mffour times the amount ofthe fee imposed for the initial inspection or finstmainopectfnn whichever is greater, for each subsequent veinsmti Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such aowater management, state agencies orfederal agencies. Complete Plans, Specifications add fee 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. ^ V" Olt - CONTRACTOR SIGNATURE PEfAIT OFFICEt) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 D A&� Building: Department Me Recanted pheareCantactler M -2630 11409wass = w4:ZU I OwarWs Name what Lauber Ownees Address 3281 Moulden Hollow Dr Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Thleholder Address JOB ADDRESS 3281 MGulden Hollow Dr Zephyrhills, FI 33540 LOT # 29 SUBDIVISIONF�IVPARCEL ID# (OBTAINED rROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRE] ADDIALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL DESCRIPTION OF WORK Install a 1 O'xl 0' Storage Shed BUILDING SIZE 10x10 T So FOOTAGE 500 HEIGHT =BUILDING =ELECTRICAL =PLUMBING =MECHANICAL AMP SERVICE VALUATION OF MECHANICAL INST =GAS ROOFING 0 SPECIALTY = OTHER ENERGY � wit.'Eld' L RNisHEG FLOOR ELEVATIONS FLOOD ZONE AREA =YES BUILDE�� � COMPANY �FEECURRSN t-� =wlt'o SIGNAT REGISTERED Ailidress License# L J ELECTRICIAN COMPANY E; ;; SIGNATURE REGISTERED FEE 'IlRaENY / N�� Address E========== License # PLUMBER E=== COMPANY E:�� �C.RRER�N� SIGNATURE REGISTERED IRE Address License MECHANICAL E=== COMPANY L== SIGNATURE REGISTERED FEE CURREN Address License # E OTHER E=== COMPANEYD SIGNATURE REGISTER YIN FEE �CWIREN Address License #E=��� RESIDENTIAL Attach (21Fiat Plans, (2) sets of Budding Plans; (1) set of EneW Forms; R-04V Pearrit for new construction, Iffinimum ten (10) vxx" days aller sulomdal date, Required onsft Construction Plnmy, Slarmairater Plans w? Silt Fame installed, Sanitary Facilities & 1 dumpster Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date- Required onsite, Construction Plans, Stounwater Plans wt Silt Fence installed, Sanitary Facilities A 1 dumpster. Site Work Permit for all new projects- All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY reqxred for all NEW construction, Dir=ficers: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required (AIC upgrades over $75001 — 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) Rerooa if shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) Driveway"ot over Counter if on public roadways. needs ROW 813-780-0020 City of Zephyrhilis Permit Application Fax-81 3-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to peffnitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chaptiff 713, Florida Sy. if valuation of work is $2,500.00 or more, I certify that 1, the, applicant, have been provided with a copy of the "Florida Construction Lien Law--Homeownere 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 a to the 'owner" prior to comet encement- CON TRACTOR'SIOWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water lWastewater 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. Feder -at Aviation Authority -Runways. I understand that the following restrictions; apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted, If the fill material is to be used in Flood Zone "A, it is understood that a drainage plan addressing a .Compensating volume' will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in I" 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 tots 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 demoristrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. S. FLORIDA JURAT (F,S. 11703) OWNER OR AGENT CON ALTO Subscribed and sworn to (or affirmed) before me this h � T I tbsrj,�i�beWd and a - 11 - T_� to (or ath " e_- bet this Who i are personally known to me or hasthave produced Vyft istare P�all kto me or hasthave produced re C > X < 0) as identification. as identification =r V, 0 9_5 0 3< 'a ry PublicPublicq -_-_-.NoteFi Notary Commission No. ommissionn No.. #of co #primted 4amped 0 M 3 :3 'Name Notary t , or -n . . y, '� 6.� " 6 s. page 1 of 1 t Re 6y Comptroller.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Permit No, ParcellD No 24.26-21-0090-00000-0290 NOTICE OF COMMENCEMENT State aF FLORIDA T Grnrnty of PASCO THE UNDERSIGNED hereby gwes notice that tmoreverrient will be made tv c-ena"sn roat property, and on accordance weld Chape, 713, Floc di Statutes, Vie following inPomsafion is Provided it- this Notice of Commencement; A. Description of Property: Ferrel Iderdificafior No. HIDDEN RIVER PHASE Q C Street Address: 3281 MOULDEN HOLLOW DRIVE, ZEPHYRHILLS, FL 33540 2 Uanara3 Dasc Ation of Improvanlant Instali a l U x17 SUarage Stied 3. Owner Information or Losses Informalinn if the Lessee contracted for the improvement: Oscar Santiacgo & Mental Moran Narita :f_W M001 CEN HOLLOW UN ZEPHYRHILLS FL Address City State I nterest in Property: HOMEOWNERS_..... .._. _..._.-_-- _..._______.._..__.w. Name of Fee Simple ?itlaholdrfc If oifferent frcrr Owner listeG aboral Address City State �. Contractor TUFT 81-Eu Name ,,z asrraTANIPA FL r+sx Address C1ty state Contrartor`s 'Telephone No. Bi3"657'�S:i91 �_ 6. Surety: Name . .,.n..._._ Amount of Bond: 6. Lender. Name Address Lenders Telephone. No. - City Telephone NO.t City State mm 7_ Persons wrinin the State of Florida designated by the Owner voon, wham notice, ar alher documents ^ray be laved as prodded by Sf)c0on 713.13(1)j 07„ Florida Statutes: Name Address Telephone Number of Designated Person: State 8. In addition to nlmsett, the owner designates ._....-- . of ._..__ .� In recerve a copy of the Ltanor's Notice as pro,ided In Section 71 3.13{1 f(b). Florda Statutes. Telephone Number of Person or Enfify Designated by Owner 9. Expiration data of Notice of Cowilsear0rhent (the exphi fiio,, data may not be before the completion of consmar ion "Wl feat payment to the Contractor, but will be ane year from the date of recording unless a different date is specified WARNING `0 D'WNEFZ: ANY PAYMENTS MADE BY THE OWNER AFTER THE FXPfRATIDN OF THE NOWE 'IF COM1 M--NCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CFIAPTrR713, PART I, SEGTI014113.13_ `=LoRtDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEVFNTS -W YOUR PROPER-Y. A NOTICE OF GGMr AE`sCEi:ACNT MUST BE RECORDED AND POSTED ON 'HE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND To OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY REFORE COIAAENG:NG 4''z'ORK OR RECORDING YOUR NOTICE OF CCIOME 4C,EMENT. U-lder penalty of 6erft,,-y, I declare that I have read they for onq n,We c venral�n�1 and it'U .az ,aa-fs States! 1hev' n are trite to the hest of try knowledge and belief j; STATF OF FLt RIDA ^" CDUNTY Or-PA.SCO _..s gar i. ewsa, e N, ed�_s__._. r 5;isrerr'&ian8g&e _ T a 3's Titlelof9cae The foregoing insaviventaissa8 e#tas —__jai az= _ Ny .� .�ettomey 6s fact) for Persa+mofly Known, Cj QR Produced Hype of Identification ProdViced DWOORTM i'}k _:,,:::Florida. ygym. MW RQR WASE ONF A OHM COWn PLOROA, LENNAR TRIE INC N")11,711 A hAERX,",A.N TTTt,,.E UNSUNIAN, Cf CO : tt%,001111, PAORI'GAGF, HJ','-', XCAR SAN7WG0 MARAMSEt MOW SANTAGG, 1i`ipasul"W4 4 (t V) BOLPKIDARY t-l� SkJAvEC7 rk� A", REV4(", S T AYY �'P t NIC T�') SB'A'�'A"S rMAK yEW AM P, PE N, `VHIONWN to mumm, m WMA Q s"WKY M GFNN %T?Wk, IN'i CATt, t"t 4 DRANAGUA14W EAEUNY' t. 3. 10 TJ I 1A, 4 7 A -0777 X 1ESCRIPTION: )7 29, MAP OR PLA" ENSTIED ADDEN 4NE" PAASE ONE Q !N BOOK PAGES 7HIR,'Ou"Q-4 ,2!, WVAG ARW 7411' C 7 4 ;Ar,AGf,- AREA EJE"vATtONS REFERENCED NA",,,'zl'.',,lNAL VER'T'�'.'7AL ")ATUi4V ", 0 929, F MEAN VAL- 0MG0 FT APPARENI FLO(M) HAZAR,-,) ZONF�, "X C 0 k,,IM NNT), AN NiQ, 2 C, 04,,,,0 F /26VIT' 4 i 41 t '72707.7-777- W "pit A 1IFF anau "iff Sit, 8 use Details Building Size & Style SR-600 - 10'wide by 10' long Door 4'x 6'2" Single Shed Door, Left Hinge Placement Paint Selection Base: No Paint, Trim: No Paint Roof Selection Shakewood Dimensional Premium Shingle Drip Edge White Is a permit required for this job? Yes Who is pulling the permit? Tuff Shed ORLions Details High Wind High Wind - Home Depot Windows 2'x2' Insulated Horizontal Sliding Window Roof 10 Lin Ft Ridge Vent Floor and Foundation 100 So Ft 3/4' Treated Floor Decking Upgrade 4 Ea Shed Anchor into Dirt - Auger or MR88 Vents 16"x8" Wall Vent - White DocuSigned by: Signature: Date: qLaL2D2.2_ Oscar Santiago Zephyrhills FL 33540 Q-1843829 M Joks �ft�elnst�aller D�etafls Do you plan to insulate this building after Tuff Shed installs it? No Is there a power outlet within 100 feet of Installation location? Yes building. How level is the install location? Within 4" of level perimeter of all four walls? Yes approximately 200'of your Installation site? Yes Substrate Shed will be installed on? Grass Code Version 2020 FL* 6267A Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Applicaltion Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Soda!, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Morcn KesuWW - - f Lf Typs MamdaicAur-or YAI,14010"'Y' S"AMR ,fLkZ5-L- Revision GAF John W. Knezevich, Approved '27 Ft*: FL6267,1 PE 1 ft'tuv' h GAttutilion pr ic Venatoducts (954) 772-6224 Description: Low profile roof ventilation products Catego". Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System rvved tor DWR, Awovals by DOM shAl be mv"ed vWrotched by Ow POC ioxeor the Caraeftson W rmcesswy, QS#A'W r: amuLaw—W-Im The Stare of Flas an AA,'U0 emptWer eagsx1talmm: " z: Under Florkta low, enual addresms are pubk recarda, of ran do noc wmt eriw e-inati a0drais rsfeama In mWame to a puW-remrds requM do not Seful ekdronk mad to Ws erAfte }nstead, cantact the ofte by phor or by VddKWPW maiL It you have anp quesbans, please corftcr MA97,1395, *Pirrsusm to Sectkin 455,275(l), FkmVa Statutes, effectIvo OcWterr 1, 2012, ficensees kersed tmiler 0'%Wer 455, F.S. must pravIde the D"ument vAth an email addrem W they have orm. The ernalls provided au be used W dftdw aft the hoensee. However ernad ad0resses are pubk record It you do nat wfth to sup0i, a persenai address, please provide the Department vath an emml addre% whk:h can be nvA* aallable to the iniblic, To deterwthe it you am a kenwe unckc, ChapWr 455, FS,, please Ock bM, Prirduct Apprawal Acc*ptst IMWIWNE�m !.Asum Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CiaiiiTwum ComeLLANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or prolOuction facility location(s) changes, or Code previsions that relate to tke proAuct(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. AovER'nsEmENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, Imcnow Uncin request a comi of' this entire 'vvalu ts n R hill bi R,jildid Jo the uier by the manufacturer or This Evaluation Report consists of pages 1 through 11, Prepared by: grar* W Ttw facumile seal appearing was authorized by Robert Robert J.M. Nienalrum, PE. Merninen, PS, on 09/2312020, This does not sense as an Florida Registration No 59166, Florida OCA ANE1983 elmimnicalls, $wed dow"Mot CERMICATION Of IMUKUDEA14M I. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2, NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing pmducts it evaluates, 1 Robert Nierninen, PS, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for whkh the evaluation reports are hiring issued. 4, Robert Nie-mmen, P,E, does not have, nor Will acquire, a financial Interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Niernineri, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 02018 NEMO ETC, LLC y . ,1;, }� . �': t'. �, ,,. �;, S" "f,"�x,�\t Rlr. k }t ''t`;.t t } .,laf '�"z :: .�'}:,':'t,'"�-r?..�2t, `.� x�'�ki }, 1:. .,5 ;-'.}. ,' � "17 ;1, }<, 'Y �.�%.; }l };" `�, .."� �ae..�a, i� 2 ��`, ley.. }f 2.4A �. �`s,f �}tr ,z '� }} r � �t1.. �S �.i, � { ,�: }ti�. ,l},,, .�. tii,}i.; `�.t � h; x\ � .. T�n�?. �;�`(i.� tx ��w;1.�;~s`'3,>k\1 `<'�.4 t h i ' lLv `.� k}t=lit �, ` ,`} If'. x.; a) n°z�? �l..S : ��{?„ if � f }. �'r1 , ��� l `�:.. :.,?,.a,�fi;.��,p ���i.*S" �\.•ll(.. +,.�c �. �.` �iit �}���� U\•xi ��.,. ,.�. L U��'i�ti:�".I��x,.3�l�r}.5�.:1 k: .. � `� �;. .. k} '� }'a t,�>3� �'.. 1... 2 �}� �1`,>a,i�,y�E\S.,1t�::��U�h,��rr.t`l`yg;. �iir�. °3.���:"!� x. Y, �ik,�,x+, .}, ".. 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'S ��}};, a �:<f { ,.1�s �} 1����tt�`; �'�����'}�{ }k�sii�`�SY'.��}�'.��, ��'.�'y��„1J t �S.�AS av t `•�� r. 3�2, �.. �l� �. ..i E1 . `,�1t'\`�,i f..,s�: t} 5�.U41.; 2�,. t'iy�£�t }i tj "�}�, �5�`••,r1s Y�4 �'il, ��.. �?,"�� } r � }, �r �., ., ,k, '��`5 Jf ,�., 1'1 � 1 �, St.i: tf. ��1 �§„ � }�.r \.Iel�\„iCi'��4�} }, ��}\\���'�`,'a .�lp �.4�� 4'3;}..y.:,x.. . ,�`^'+ �i�u x&}+r�. �` ' i� . 3 ,- R R ONEMO I etc. lant(s) NFVAl orth, GAmail gun Vent s on) {hand nail long rolls, and is supplied with corrosion resistant 1%-inch coil version) nails (nail gun version) or 2X-inch Smart Nails(hand nail version), 41 Cobra" Rigid Cumming, GA Plastic, low -profile attic ridge vent for use in shingle roof is Vent 3- New Columbia, PA systems with 12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch IoM sections, and is supplied with 3-inch corrosion resistant ring shank nails. 43 Cobra* Rigid Cumming, GA Plastic, low -profile attic ridge vent for use in shingle roof is Vent 3- - 9' systems with 10-inch width ridge caps. The product measures IlWkxh wide supplied in 48-inch ton secam, and is supplied with 3-inch corrosion resistant ring shank nails. 4.4 Cobra* Snow CummhV, GA Plastic, tow-prisfilee attic ridge vent with filter for use in shingle 18 Countre New Columbia, PA roof systems with 12-inch width ridge cap shingles. The product rneasures 13-13116-inch wide supplied in 48-inch long sections. 4.5 Cobra* Snow Curnnan& GA Plastic, low -profile attic ridge vent with filter for use in shingle is Country New Columbia, PA roof systems with 12-inch rAdth ridge caps. The product Advanced measures 13-13/16-inch wide supplied in 48-inch long sectiom, and is supplied with 3-inch corrosion resotant ring shank nails. 4.6 _Co_bOSnow_ _Ctanmin& GA Plastic, low -profile attic rid" vent with filter for use in shingle 18 Country* roof systems with 10-inch width ridge caps- The product Advanced - 9' measures 11Yinch wide supplied in 48-inch long sections, and is supplied with 3-hich corrosion resistant ring shank nails, 7--__ 43 Cobra O Cumming, GA Polypropylene plastic, low -profile attic ridge vent for use in 125 RidgeRunner4' shingle roof systems with 12-inch width ridge cap shingles. The product measures 1134-inch wide supplied in 20 ft long rolls, and is supplied with corrosion resistant 1%-inch coil nails, 4.8 TruStateO Ridge Cumming, GA Plastic, low -profile attic ridge vent for use in TruSlateO roof 20 Vent systems, The product measures 11.4-inch wide supplied in 48-inch long sections, 4,9 Cobra4l Hip Curnmm& GA Plastic, low -profile attic hip vent with filter for use in shingle 9 Vent roof systems with 12-inch width hip shingles, The product, only for use on hips, measures nominal 11,4-inch wide supplied in 48-inch long sections, and is supplied with corrosion resistant Minch coil nails,_ 4,10 Cobra* Enka, NC Woven plastic material pressed to form the molded shape. A 9 intakefiroO woven fabric material is utilized on the top, bottom and front, Rooftop Intake below the vent channel of the mold. The vent is configured Vent into a roll -out form, and is supplied with corrosion resistant 1%Jroh coil nails. I Net Free Ventilation Area reported herein is as published by the aranufacturer at the time of evaluation, The report user should verify current published data at the time of design andlor pernatting to the satWaction of the Authority Having Jurisdiction, MEMO E-rc, LLC Evaluation Repart 0150002.06-R17 Cernfkate of Awthanzation #32455 7"' EOWTION J2020) FOC NON-HVHZ EVALUATION K6267-R17 G" Attic Ventilation ProducW, (30" 766-3421 ReWskin 17,09/21/2020 pace 3 Of 11 ... . ........... .......... Cobra* Exhaust Vent Cobra* Rigid Vent Y* -E�&ra* Rigid Vent 31 - 9" Cobra* Snow Country* CobraO'Snow Country* Advanced -�obiaW-Snow Country* Advanced - 9" 3:12 Cobra* RidgeRunner* TruSlateO Ridge Vent Cobra* Hip Vent Min. 3:12 to max. 12:12 Cobra* IntakeProO Rooftop Intake Vent bf e Oe si g n Pressure fpsf) ------ ---- - Min, 7/16-inch plywood Cobra* Exhaust Vent (nail gun version) Cobra* Exhaust Vent (hand rotif version) Min, 7/16-inch plywood Cobra* Rigid Vent 3�, Rigid Vent 31 - 9", Snow CDunW, Snow Country* Advanced and Snow Country* Advanced - 9' Min. 7/16-inch OSS or plywood Co�b ra �*R i tiggle R u -nn er* - Min. 7/16-inch plywood TruSlateO Ridge Vent Min. 7/16-inch plywood Cobra* Hip Vent . 7/16-inch plywood Cobra* IntakeProO Rooftop Intake Vent NEMO ETC, LjLc Evaluaftion Repwt O15M02,06-R17 Cfftffkate of AuthanZation #3Z455 7"EDMON (2020) FROVON-WK EVALUATION FL6267-RI7 GAF Attic VenWathm Pfoftcts, (000) 766-3411 Revision 17:09/21/2020 Pap 4 of 11 6.2,5 Cobra* Exhaust Vent (hand nail version) and Cobra* Exhaust Vent (nall gun versim) have a %-inch or 5/8-inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or compact the product during installation. Figure D. Hand -tail Version Flail Gun Version NEARO FETC, LLC Evaluadon Repon CISM,02.06AX7 cero,Kate OfAutdarrmation#3245ti f'' EDITION (202M FRC HZ EVALU.AMN FL 267-R GAF Attic Venbbfim Prodwo, (W 766-3411 Revhian 17-,09121/2020 Pap S CA 11 6.3 CositAO Risto VEw 31*, Rmw VENT 31* - 9r, SNow CouwRyl*, Smow CmmyO AvvAww Anti SNow Couw#tyO At)vAww - 631 Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys, Ridge Board: Cut a 7/8-inch opening on each side of the ridge (Figure A). > With Ridge Board: Cut a 1-5/8-inch opening on each side of the ridge (Figure 8), Em W No Ridge Board 63.2 Vent Placement: Starting at one end of the slot, place, center and conform the CobraO rigid vent over the slot with the vent firmly against the roof surface, ensuring the vent extends past the slot opening by at least 6-inch, 6.3.3 Fasteners: For Cobra* Rigid Vent Xw, Cobra* Rigid Vent 31" - V, Cobra* Snow Country* Advanced and CobraO Snow CounW Advanced - V only, use the 3-inch corrosion resistant ring shank nails (included). For Cobra4l Snow Country'r, use corrosion resistant nails at least 3-inch or longer. Nails must always penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3-inch corrosion resistant ring shank nails for increased uplift resistance, 6.14 Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45-inch from the start of each 48-inch vent piece. 63.5 Joints: Apply the subsequent CobraO rigid vent sections over the length of the ridge using the overlap/undertap tabs. 6.16 Ridge, Shingles. Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using corrosion resistant nails detailed in 6.3.3. A nail line is inscribed on top of the Cobra* rigid vent to serve a". guide. NEW ETC, LLC Evatua0an Report 01506,02.06-RI7 CerUlkate OfAahmaafityre #324,55 ?T' EDITION (2070) FOC NON-HVHZ EVALUATION FL6267-RI7 GAF Ater VenWabon Pmdu0s; (OW) 766-3411 Revk'hm 17,.09/21/2020 page a of 11 All, I � M1, 6A2 Tear a 1-foot section to be used as a template for laying the vent out (Figure E-G) and center the template/ locator over the ridge cap shingles at the beginning of the vent Oct. Note the location of the baffle (Figure H). Make sure to do this at both ends of the installation. 6A3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure 1), Unroll the vent and use the included 1-3/4-inch pneumatic corrosion resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with the chalk line (Figure J), Proceed with using the 1' interval EasyTearl" system to custom size the vent to the appropriate length. If the EasyTearm system can not be utilized, use a utility knife to size the vent. Nail gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should be fastened on 6-inch centers (Figure K). NEMO ETC, LK EvaWtion Repon 01 6.42. 17 CerWkvW afAut?"unfim 93,2455 7" EDITION (2020) FOC NON-WH27 EVALUATION FL6267-R17 GAF AUk Ventilatkm Pradv0s; OW) 766-3411 RevisJon 17; 09/21M20 Pap 7 of 11 ONEMOJetc. 6.4.4 For installations over extra -thick shingles, a bead of potyurethane roof sealant may be applied to the underside of the out baffle of the vent along both sides of the ridge and at exposed edges where the vent is the shingles to fill any open space between the vent and shingles below. 6.4.5 NOTE: When fastening the vent and cap shingles, be sure that the included I 3/4-inch corrosion resistant coil nails completely penetrate plywood or provide at least 3/4-inch penetration into wood planks. In the case they do not, you must use alternate corrosion resistant nails that provide the required penetration. Proceed with attaching the other side of the vent. When beginning to nail down the second side, do NOT begin at the end; begin between the first and second one -foot sections and then return to fasten the first one -foot section. This will allow for proper fit, 6A.6 Install ridge shingles in accordance with shingle manufacturers published installation instructions, using the nail - lines on top of the ridge vent for proper lapping. �RuSj�T :�11 P-10a 6.5-1 DO NOT use on hips, 651 Install TruSlatel* Ridge Vent before installing the field states. 6.53 After determining the total length of Tru$late* Ridge Vent required (for proper ventilation), determine the necessary slot opening- Mark -off and cut the slot opening, ensuring the ends of the opening stop at least 6-inch from any end walls and at least 12-inrh from hip and ridge intersections or chimneys, Roofs without a ridge board: Cut a 7/8-inch opening along the ridge on each side (Figure A) Roofs with a ridge board: Cut a 1-5/8-hash opening along the ridge on each side (Figure B). A F u] B 3! with Riave 8wd (44 No Ridge Board 6.5.4 Install an 18-inch wide section of ASTM D1970 self -adhering leak barrier (holding Florida Statewide Product Approval or Approved on a Local Basis) from the edge of the ridge slot extending down towards the roof deck on both side of the slot. 655 Place the Trugate* Ridge Vent over the ridge slot, 'peaked" and centered over the ridge slot, and attach using minimum 3-inch long corrosion resistant ring -shank nails through the pre -molded nail holes on the vent, located 3- inch from the ends and 9-inch o.c. Fasteners shall penetrate through plywood decks or embed minimum Winch into wood plank decks, 6,5.6 Continue over the length of the ridge, utilizing the mate/female connectors to connect units. Ensure the finished ends include the pre -molded end caps. Cover all exposed nail heads on the vent with silicone caulk. Install a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at the junction of the leading edge and the teak -barrier below, 65J Install the top course of TruSlateO field slates, Uriderftck� UV & Moisture Barrier and TruSlate4l trim states in accordance with GAF published installation instructions. Install TruStatelO trim dates with 10-inch exposure using minimum 8-4nch long deck screws through pre -drilled holes, through the ridge vent to engage the wood deck, NEMO ETC, LLC EvakWlan Report 015W0Z.WR17 Cer4ftave OfAuthMmOm #32455 7" EDITION(2020) FCC EVALUATION FL6Z67-RI7 GAF Attic Ventila*m Produtu; (SM) 766-3411 Revbkm 17; 09/21/2020 page a of 11 ONEMOjeti MMRM= 6,&l The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use only on roofs with slopes between 3:12 and 12,12. Install only on hips. Do not install Cobra* Hip Vent on ridges. 6A2 Sequencing: If ridge ventilation will be installed, always install the ridge vent to the end of the ridge before installing Cobra* "Ip Vent. 6.63 Hip Air Slot. Determine the number of Cobra* Hip Vent sections needed for proper ventilation and the location for cuts in the roof hip, Cobra' Hip Vent is installed over a 2% inch wide slot opening centered on the hip beginning at 12 inches below the top of the hip and extending 36 inches down the hip for every 4 foot section of Cobra* Hip Vent needed. Leave 12 inches of the hip uncut after each 36 inch opening, and the lowest opening must stop at the mid -point of the hip and more than 24 inches in from the exterior warm wall. Wider openings and slots below the midpoint of the hip will not improve ventilation and must be avoided. Cut away the shingles first with a roofing knife, and then cut the deck with a circular saw. The saw should be adjusted so that the rafters or trusses are not cut. Note: The roof decking must be re -nailed to the rafter at the edge closest to the hip to compensate for the nails removed when the hip slot was cut. 66A On plywood or OSB roof decks, where a sheathing seam intersem the hip air slot, stop cutting the air slot 2-inches (51 mm) before the seam and continue cutting the slot 2-inches (51 rmn) after the seam, leaving a total of 4- inches (102 rnm) of uncut deck at the seam. Then, proceed with cutting down to the previously marked 36-inch (914 mm) point, The air slot may be vAdened, in this case, to 5/8-inch (16 mm) on each side of the hip rafter to maintain proper NFVA. 6.6.5 Sealant: Seal all cut -edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot openings, using a bead ofASTM C920 polyurethane sealant, to prevent water infiltration. Namo ETC, LLC Evakiation Repwt 0150&Q2.06-R17 CvVikate OfAuthmmotmn #32455 7" EM ION (2020) FK NON- HVHZ EVAWATION R6267-R17 OAF Park Ven0aflon PMd%KU; I 766-3411 RevWan M 09/21/2020 Page 9 of 11 6.66 Orientation: Always install Cobra* Hip Vent with the 'Towards Peak" arrows on the top surface of the vent pointing up towards the peak of the roof, 6.6.7 Attactiment: Cobra* Hip Vent is fastened to the deck starting at the bottom of the hip and then up along the entire length of the hip (this includes un-cut portions of the hip). Fasten Cobra Hip Vent to the deck with the included 1%-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant roofing fasteners, to achieve penetration through plywood or OSS decks or minimum 3/4-mch embedment into wood planks. Attach the CobraO Hip Vent section through the pre -marked 6-inch increment nail targets. 66A Joints & Terminations: Apply the subsequent Cobra* Hip Vent sections over the length of the hip using the overlap/undertap tabs. For roofs with ridge vents, lengths of the hip vent must be butted tightly to sections of ridge vents and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions. For roofs without ridge vents, sections of hip vent from adjacent hip runs must be mitered together tightly where they intersect and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions. Refer to GAF published installation instruction for details. 6,6,9 Ridge Shingles: Cobra" Hip Vent is then covered with ridge cap shingles and this entire assembly is nailed to the sheathing with the included 1%-inch inch long collated galvanized steel roofing nails. Depending on the field and ridge cap shingles used, longer tength corrosion resistant fasteners may be necessary, The ridge cap shingles are installed per the shingle manufacturer's instructions and Florida Product Approval, with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less. Refer to the shingle manufacturer's Florida Product Approval for ridge cap shingle fastening and sealing requirements. Do not overdrive the nails or crush/compact the product during installation. Ism NEMO El C, LLC Evabnfiw Repo" 01506,OZ.06-RI7 Cerftr"te *fAMWWMGV00 #32455 7" EDMON (2,020) FBC NON-WOU EVALUATXIN FLfVZ67-RI7 6AF AM Vendbfim Produm, (ON) 7W3411 Revision 17; 09/2112020 Page 10 of 11 6.7.8 Begin installing the shingle starter course. The starter course and first course of field shingles should overhang the front edge of the Cobra* IntakePro* Rooftop Intake Vent by 1/4 — 3/4 inches (6 — 19 mm) to provide a drip edge. Using the included 1-3/4 inch (44 rrun) pneumatic coil nails, fasten the starter strip and field shingles as per manufacturer's installation insti-mbons, Ensure the held shingles are not fastened into the open air intake slot below. As required by the Building Official or AuthoritV Having Jurisdiction to properly evaluate the installation of this product. Max16SURN1Mgggg M a , -wok�mM0 sM—WM g UL, LLC, — QUA9625; (847) 664-3281 ,W-Mo ETC, LLC Evaluallan Report (11500O2,06-1117 Cenifirateon Auffwvation #32455 7' EDITION (2020) FOC NON-,4VHZ EVALUATION FL6267-RI7 GAF Atilt VerdVation Prodwts, IWO) 7W3412 Revision 17z 09/21/2020 PW 11 of 11 112712021 Florida Bulkling Code Online -4a . . . . . . . . . . . ... . 5M Ham Log In User Regbbabm rWTbI Sttn* &wdwW Stes & fads ft&kabom Omted is SM Silo Mp Lmks Search d bpr USM* PUWUSK > jgaVa > ARWjqjWI > Applica"m Poull FL # FL20743-R2 Appboation Type Code Version Application Status ZMZME�� Quality Assurance Representative Address/Phone/Ernall WE NEM�M Flonda Engineer or Architect Narne who developed the Evaluation Report Florida License Quality Assumince Entity Quality Assurance Contract Expiration Date Validated By certificate of Independence Referenced Standard and Year (of Standard) Sections from the Code TAFC0 Corporation 1953 N. 17th Ave 141 rk, IL 60 60 ,iffi W 1 02 =— UMLIUJQ=�O&Mfl MMX�M ag J� 1 -1 F& IrAt"amwim / and . I indows Horizontal Slider 11<��� Evaluation Report frorn a Florida Registered Architect or a Ucensed Florida Wolessional Engineer Evaluation Report - Hanimpy Received 0079MLIk= 06/17/2026 Scott Vftkws, PE Validation Checklist - Hand copy Received M, I affirm that there are no changes in the new Florida Building Code which affect rny product(s) and my product(s) are in compliance with the new Flanda Building Code. 1/2712021 Flonda Bu#dmg Code Onfine Docurnentation frorn approved Evakiation or Validation Entity Yes No N/A E-L2QZ4j_U,_QQ"7 _tb ELK Product Approval Method Method I Option D Date Submitted 01/27/2021 Date Valittated 01/27/2021 wc-�"omj S Umfts Of Use Insta"athm Instmm"ons Approved fbr use In HVHZ, No EL2W-41-RZ-JLX9&--UUQQQWf Approved for use outstdo tfVHZ-* Yes Voifted ByLaces A. Turner PE WDI Impact Resistant: No Created by Independent Third Party : Yes 0014, lareftre. N/A Evahmittion Reports 00mr. Pkase see installation drawing armf evaluatan report i for additional details and limits of use. ; Created by Independent Third Partr Yes QUOW The State of FbWa is an A4/fW effq*aW. h#WJXmidabuking-orgo*_app_jM-wW?param=wGEVXQwdWGIWOugFitt z3xSA7'Ylm%ZUwaVRXrMqpt)FIOUOgfA%3d%3d 2/2 TABLE t DESIGN PRESSURE RATINGS DESIGN PRESSURE GLASS RATING IMPACT RATING I/U/I & Wilmum +30/-30 PSF NONE ANTIC D 5/32"ANNEALED +20/-20 PSF NONE MINIMUM NON -IMPACT 63" MAX. OVERALL WIDTH- 27 I1/16" 0� .8 5/16- 4' SASH 01,WI FIXED D.L.O, MAX, FROM — MAIL 7 CORNER, TYF, 4 Ebh-,Rl 14" MAX. O.C. TYPI ryes SILL ANCHOR SPACING S" A$ HEAD CHOPED AS DEIAILED, IN k NT4 — kCT RM T AND REQUIRES THE USE Ol IMPACT PROT IVE RS IN WINDSORNE DWWS REGION$, 0 AAM CSA iOl L , A440— 11, AND MEETS THE REOUIREMENTS OF THE FLORIDA BUILDING CODE, 5TH EDITION 14), N INCLUDINQ THE HIGH VV=ffY t CONNIU0 AS IN IN I EKfAY4 REPORTS FISDIN1,01-109-44-RO AND FOR DETAILSSHOW IN THIS DRAWING SEE REPORTS, OPX& IRA ED OR / I T11 THIS V,OPE ARE AS LIMITED BY ASTM E-1300 04 GLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES ERG ANNEALED OR CKNESS TO THOSE NOTED IN TABLE t WHICH HOSTS ASTM t 1300 REOUIREMENTS FOR EACH PROJECT, MAY BE USED, ASS WOR (SHORT—ItRM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE IA CA FACTOR WAS USED IN THE ANALYSIS OF THE SUBSTRATE TO SE 9NOiNtERFTI BY OTHERS OR AS APPROVED BY THE AUTHORITY H"O JURISDICTION RUCK94, OPENINGS, & SUCKING FASTOMS MUST BY OTHERS IN ACCORDANCE WITH THE IN TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE ADEO , OF THE STRUCTURE TO RECENE THESE LOADS $HALL BE J. 4T0 CONTACT SHALL K ODATED OR OTHERMSE PROTECTED PER FBC CRAPM 21D TO PREVENT GALVANIC REACTIONS. V40D allCKS, IF USED. SHALL SE PRESSURE A COATINO COMPATIBLE WITH THIS PRODUCT. ALL ANCHORS USED SHALL K OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOW SUCKS '. BE IN ACCORDANCE WITH THEM OPAININO& OR AS APPROVED SIGNED, AND SEALED BY A FLORIDA—REGISTERED PROFESSIONAL ENGINEER ON A SITE —SPECIFIC BASIS, FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALRD PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND 19 NOT ADDRESSED BY THIS DOCUMENT, INSTALLATION FASTL40 LOCATION, TYP,, SEE SHEET 3 6/17 2016 LUCAS A. ZANER, P.E, FL PE g 58201 TURNER ENGINEERING & CONSULTING, INC. {COO # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 zo 0 0 z p L14 — 04 00 0 z uJ W z U) 5 sm C 0 (oU) 1 2 3 4 O 0 m 2 0 uj ± LJ 8 TYP, LG, /4 " LG. AIR GAP GLAZING � � 0 CiTAIL4 1 j8" ANN, 1/8" ANN, G 6N, G IIN. 2 o o SILICONE 6 t!4 TYPICAL HORIZONTAL SECTION z w --_® crr CP7 @2 ---<D (n :sae�eaadr LAT 1/32" ANN, ' 14�N, Mal o s s7r- 6/15/16 SILICONE 94AT8 of tr NTS TYPICAL VERTICAL SECTION 7' FPA-82000 6 17fi2016 TURNER. SECTION LU A. PZ FL Ps �8z01 TYPICAL SINGLE GLAZING DETAIL YURNER ELTING NC. cONsuLrIN�. INC. DETAILS (COA i 29779) SHEET Of 4 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-- t574 1-1/2' MIN, EMBED. SPRUC/PINE/FJR MIN, WOOD SUBSTRATE — BY OTHERS I IL SEALANT BY 16 INSTALLER, FULL PERIMETER INSTALLATION FASTENER, #8 PAN HEAD WOOD SCREW, SEE LOCATIONS SHEET I TYPICAL INSTALLATION HEAD, SILL, AND JAMB 0, �H TOE E ANCHOR �ASSI&l ABOVE AT EACH LOCATION SHOWN IN THE ELEVATION ON SHEET I FOR PRODUCT PERIMETER. 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16- OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. 3, SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. k SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE BEYOND SHEATHING, WALL FINISH OR STUCCO. 5, THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR INSTALLA'nON TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, WITH ATTACHMENT OF 2X TO CONCRETE/MASONRY BY OTHERS. N 6/17/2016 LUCAS A. TURNER, P.E. FL RE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA If 29779) 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 0 I $2000 SERIES WINDOW BILL OF MATERIALS ITEM NO, DWG: NONAME MATERIAL DE z cr 1 HMST82-01 MAIN FRAME Plc EX C) F 2 HMST82-03 SASH 3 HMST82-06 —LQQKPO SASH 4 CL C) 0 u 3,228' [82,001— 29,5 7 [29,50) (01-7 3: zoo 0 C:) r14 co iR co 0 V) z MAIN FRAME SASH LOCKED SSH 25 =3 Li HMST82-01 HMST82-03 U3 HMS T82-A05 V) 1 ASO' E32,503 L346' LAT (34,201 1,004' 6/15/16 STATE OF F [25401 :NTS d O.087- 0 [1.711 L W 7 dn 6f171�016 FPA-82000 p TRACK LUCAS FINER, P.E. 4 INTERLOCK IG GLASS BEAD SINGLE GLASS BEAD FL PE 111 58201 BOM, PART HMST82-06 HMST82-07 HMST1 -140-IOB HtAST1 30-1 CIA TURNER ENGINEERING & CONSULTING, INC. DWGS, CORNER (COA # 29779) 1239 JABARA AVE, ::SHEET 4 : NORTH PORT, FL 34288 of: PH, 941-380- I -i7A 4 o f :4� ENGINEER EVALUATE TEST CONSULT GAF Evaluation Report 01506.01.08-R33 I Campus Drive FL10124-R31 Parsippany, NJ 07054 Date of Issuance: 01/03/2008 (800) 766-3411 Revision 33: 08/04/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Bu d, o orida Building Code sections noted herein. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEIVIO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT. The Florida Product Approval Number (FL#) preceded by the words "NEMO Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Prepared by: 00-1 ....... may, p Robert J.M. Wieminen, P.E. The facsirnile seat appearft was authorized by Robert Wenik", F.E.on 08/04/2021- This does not serve as an Honda Registration add. 591K Rondo DCA ANE1983 ekxUonkaffV siVied docurnent. CERTIFICAnON OF INDEPENDENCE: 1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4, Robert Niemmen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nierninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 02018 NEW ETC, LLC ROOFING SysTENIS EvALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the 71 Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. Section R[9R9_r!Y Standard Year 1507.2A, 1190513 Material standard ASTM D1970 2015 IS07,2,5, 11905Z4 Material standard ASTM D3462 2010 1507Z7.1, R905Z6A Wind Resistance ASTM D3161 2016 1507.23A, R905.2.6.1 Wind Resistance ASTM D7158 2019 1507.2,7J, R90SZ6.1 Wind Resistance TA5107 2020 E tt ination Reference Date PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/20G4 PRI (TST 5878) ASTM D3462 GAF-08G-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) ASTM D1970 (QuickStart) GAF-340-02-01 03/13/2012 PRI (TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI (TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018 PRI (TST 5878) ASTM D3462 GAF-899-02-01 11/15/2018 PRI (TST 5878) ASTM D3462 (IN-MV) 376TO133 02/05/2021 PRI (TST 5878) ASTM D3462 (CA-S) 376TO135 02/05/2021 PRI (TST 5878) ASTM D3462 (IN-MV) 376TO163 04/20/2021 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTNI D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) AS D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 NE MO ETC, !LC Evakation Report 01506.01.08-R33 Cein1kate of Audwnzaftm A32455 71- EDI-TION (2020) FOC NM-HVHZ EVALUATION FL10124-R31 GAP Asphalt Roof Shingles Revision 33: 08/04/2021 Page 2 of 8 ONEMOletc. Emfttf Examination Reftrenm Date UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA068S6 05/15/2 9 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK119SI 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL ('TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 U L, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4788717529 09/09/2016 UL, LLC. (TST 9628) ASTM D3161 4788698165 11/09/2018 UL, LLC. (TST 9628) ASTM D3161 4788669132 12/13/2018 UL, U.C. (TST 9628) ASTM D3161 4788891098 02/14/2019 UL, I.L.C. (TST 9628) ASTM D3161, D7158, D3462 4788932264 08/16/2019 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4789115488 08/16/2019 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4789115488 10/03/2019 UL, LLC. (TST 9628) ASTM D3161 4788959558 10/17/2019 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786508528 11/01/2019 UL, LLC. (TST 9628) ASTM D3161 4789132672 10/27/2020 UL, LLC, (TST 9628) ASTM D3161 4789732437 /15/2021 UL, LLC. (QUA 9625) Quality Control Service Confirmation 10/18/2018 UL, LLC. (QUA 9625) Quality Control Florida RCES Current IM LT 'TS Type Product Descriptiort al Plant(s) Pr Start' Starter Strip Shingles (flea, Pro-Start4l Eave/Rake Starter starter strips for asphalt roof shingles ASTM D3462 CA-S, IN-MV, TX-D Accessary Strip Shingles) Starter mineral -surfaced, fiberglass -reinforced, 3f- Str'ips QtuckStartO P & Stick Sta adhering SBS modified biterstarter strip, Roll nominal 9--inch x 33 ft roll, for use with ASTM D1970 CA-S, IN-MV asphalt shingles with exposure of 6-inch or I less NEMO ETC, LLC Evaluathm Report 01506.01,08-1133 Cerbficate Of AuVwromflan #32 7a"FDf (2020) FOC Z EVALUA-DON F1.10124-1131 GAF Asphalt Roof Shingles Revision 33:08/04/2021 Page 3 of 8 ONEMO I etc. TAw 1: AvilwTSHww Z—WM—W;M— Type Proft" Description Standard Plant(s) color -coordinated starter strips for use with StarterMatchO Starter Strip Grand Canyon* and Grand SequoiaO series asphalt stfingles. StarterMatch' are installed ASTMD3462 CA-F Accessory Shingles as the second starter fac Grand CanW and Starter Sequoia* senses installations Strips WeatherBlocker— Premium __Grand Starter Strip Shingles (fka, starter strips for asphalt roof shingles ASW D3462 IN-MV WeatherBlocker— Premium Eave(Rake Starter Strip Shingles) Marquis WeatherMaxO IN-MV fiberglass reinforced 3-tab asphalt roof AL, CA-F, FL, GA, IN - Royal Sovereign' shires ASTM D3462 MV, PA, TX-D SentinelO GA, IN-MV, TX-D CamelotO 11 IN-MV ForfitudeO PA GlenwoodO IN - Grand Canyon" CA-F, IN-MV Grand Sequoia' CA-F, IN-MV Grand Sequoia* IR CA-F, IN-MV Grand Sequma* ArmorShmIdO CA-F Grand Sequoia" AS CA-F Timberlines American Harvest* AL, CA-F, IN -MC, PA TimberlineO AH AL, CA-F, IN -MC, PA TimberlineO ArmorShield" 11 TX-E TimberlineO AS 11 TX-E TmberliW Cool Series CA-F Asphalt TimberlineO CS CA-F Shingles fiberglass reinforced, laminated asphalt ASTM D3462 AL, CA-S, CA-F, FL, IN - Timberline HD* roof shingles MC, MD, MN, PA, TX- DTX-E AL, CA-F, CA-S, FL, IN - Timberline' HDZ- MC, MD, MN, PA, TX- -D, TX-E TimberlineO Natural Shadow" AL, CA-S, IN -MC, MD, MN, PA, TX-D, TX-E AL, CA-S, FL, IN -MC, Timberline* NS MD, MN, PA, TX-D, TV E Timberline Ultra HDO — --AL, CA-S, IN -MC, MN, PA, TX-E T-imberimeO UHD AL, S, IN -MC, MN, PA, TX-E WoodiandOl IN -RSV Slateline— filberg� reirdiurced 5-tab asphaft roof ASTM D3462 IN-MV shingle Seat-A-Ridgell ArmorShieldO GA Hip & Seal-A-Pidgel AS , hip and e fiberglass reinforcedridg GA Ridge Seal -A -Ridge" Ridge Cap Shingles asphalt roof shingles ASTM D3462 GA, IN -WV Shingles TimbefteltO Premium Ridge Cap Shingles IN-MV NEMO ETC, LLC Cedificate OfAuUmnWOM #32455 7- EDMON (2020) FK NON-HVHZ EVALLIATtON GAF Asphalt Roof Shingles Evaluation Report 01506.01.08-R33 FL10124-R31 Revision 33: 08/04/Z021 Page 4 of 8 5,1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 53 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications .......... Marquis WeatherlvIaxO ASTM D3161(F) & ASTM D7158(H) Royal SovereignO ASTM D3161(F) & ASTM D7158(H) ASTM D3161(F) & ASTM D7158(H) CamelotO 11 FortitudeO Glenwood' __(:�ASTM ASTM D3161(F) & ASTM D7158(H) ASTZM D3161(F) & ASTM D7158(H) D D3161(F) & ASTM D7158(H) Grand Canyon' ASTM D3161(F) & ASTM D7158(H) Grand SequoiaO Grand SequoiaO IR ASTM D3161(F) & ASTM D7158(H) ASTM D3161M & ASTM D7158(H) Grand SequoiaO ArmorShieldO ASTM D3161(F) & ASTM D7158(H) fm(F) Grand SequoraO AS ASTM D3161 & ASTM D7158(H) Timberline" American Harvest" F) & ASTM D7158(H) Timberline AH F) & ASTM D7158! H) TimberlineO ArmorShield' It ASTM D3161(F) & ASTM D7158(H) T imberlineO AS If ASTM D3161(F) & ASTM D7158(H) !ries TimberlineO CS ASTM D3161(F) & ASTM D7158(H) ASTM D3161(F) & ASTM D7158(H Timberline HD ASTM D3161(F) & ASTM D7158(H) TimberlineO HDZ- ASTM D3161(F) & ASTM D7158(H) Timberline" Natural ShadowO ASTM D3161(F) & ASTM D7158( Timberline" NS ASTM D31 IM & ASTM D7159(H) Timberline Ultra HDID ASTM D3161(F) & ASTM D7158(H) TimberlineO UHD ASTM D3161(F) & ASTM D7158(H) Woodland" ASTM D3161(F) & ASTM D7158(H) Slateline- 5.5.1 Classification by ASTM D7158: ASTM D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 01506.01.08-R33 Ce4ftutees AUHWMUMM #32455 7- EDMON (2020) FOC MON-HVHZ EVALUAPON FL10124-1131 GAF Asphalt Roof Shingles Revision 33; 08/04/2021 Page 5 of 8 ONEMOJetc. TAut 213: WIND CumwwATi0o;S,STAR UR S'Mws A14D HIP & RIDGE Type Product FBC Table 2507.2.7.1 or R905.2.6.1 Pro -Start* Starter Strip Shingles (fka, Pro -Start* Eave/Rake ASTM 1?3161, CJass F Starter Strips Starter Strip Shingles) WeatherBlocker— Premiurn Starter Strip Shingles (fka, AST M D3161, Class F WeatherBlocker— Premium Eave/Rake Starter Strip Shingles) Seat -A -Ridge* ArmorShieW ASYM D3161, Class F Hip & Ridge Seat -A -Ridges AS ASTD3161, Class F Shingles Seal -A -Ridge- Ridge Cap ShkW)es ASTM D3161, Class F TimbertexI Premium Ridge Cap Shingles ASTM D3161, Class F (sealant required, See Section 6) 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page I of this Evaluation Report. 6.1 CiENERAL. 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 15071 / R905.2 and the shingle manufacturer's minimum requirements, 6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507,23, 1507.2.4 or R905.2.3, 6,13 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 GAF asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and GAF published installation instructions. 6.2.1 Installation of Pro -Start' Starter Strip Shingles (fka, Pro-StartO Eave/Rake Starter Strip Shingles), WeatherBlocker TM Premium Starter Strip Shingles (fka, WeatherBlocker TM Premium Eave/Rake Starter Strip Shingles) and QuickStart' Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.11 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: CamelotO 11, Grand CanyonO, Grand Sequoia*, Grand Sequoia* IR, Grand Sequoia* ArmorShieldO, and Woodland* require minimum five (5) nails per shingle. Slatelinel requires minimum six (6) nails per shingle, NEMO ETC, LLC Evaluation Report 01506.01.08-R33 CefWate VlAudwnwton #32455 7— EDITION (2020) FBC NOld EVAWATION FLI0I24-R31 GAF Asphalt Roof Shingles Revision 33:08/04/2021 Page 6 of 8 ONEW10jetc. 6.3.2 Fastening for FortitudeO, TimberlineO AH, rimberfineg CS and Timberline' HD ; slopes 2:12 up to 21:12 I I -5s' - 14-51Y (295-1 - 372,111) 14-08{295— 372mm} 1,7- 2-VT 3K in, 64-0 le", 2-!,2't13--G4,r,,j11 13-1/4' TARGET NAIL ZONE ZOUA OBJETIVO OF CLAVAQO 67/81, STANDARD NAILING PATTERN: Nail shingles approximately 6 7/8'(174 stern) frwn butt amof shingle. in nailing area, as shown, Nadia, must not be exposed. Not for use on Mansard roots (21:12 Mope and above), 63.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. Fastening for FortitudeQ, TimberfineO Ali, Timberline" CS and TimberlineO HDZTm; slopes greater than 21:12 F6A HIP -&R1DQ 6.4.1 Installation of Seal-A-Ridgel Ridge Cap Shingles shall comply with the GAF current published Altinstructions with a minimum two (2) nails, "K 0 minimum 3/84nch head diameter located 6-7/8- inch back from the exposed end and 0.5-inch t Nail from the edge. CWV0 NEMO ETC, LLC Evaluation Report 01506.01.08-R33 Ceroft-ate ofAuthadzuffm #32455 7TH EDITION (ZD20) FOC NON-HVHZ EVALUATM FL10124-R31 GAT Asphalt Roof Shingles Revision 33:08/04/2021 Page 7 of 8 6.4.2 Installation of Seal -A -Ridge" ArmorShield'o and Seal-A-RidgeO AS shall comply with the GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle located 5.25-inch back from the exposed end and 1-inch from the edge. 6.4.3 Installation of Timbertexg Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Henkel 'Loctite PIL Roof & Flashing Polyurethane Sealant". ONEMO I etc. 77-(292 Seftnte (2,5 MM) (25 ream} EndW d'Man.0646 Nad FMav o 12" (3054Tm C&GUr 9 (2 mm) L 12' (305 mm,) As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 11=1 1 1 q1 1111 1111 NEMO ETC, LLC Evahation Report 01506.01.08-R33 CertdkufeQfAU&"XWVDn#32455 7- EDMON (2020) FBC W)N-HVHZ EVALUADON FL10124-1131 GAF Asphalt Roof Shingles Revision 33: 08/04/2021 Page 8 of 6 1114=21 Flofida B em "One L rn "atTepics SubWt5wdww SM&fttft Sfe basks Swch 'product Approval USER: Public Usw > > a APPOCatim DOW IN Application TypeReD�i aon Code Version 2420 Application StatusApproved Comments Archived Product Manufacturer LP Building Solutions Addre /PhOWErnaii 414 Union Street - Bank of America Plaza Suite 2000 Nas1wiffe, TN 37219 (352)425-7457 Authorized Signature Macomber cw fmcomber@lpcorp.com Technical Representative CW Mat robes Address)ThonafErnaff 5712 SW 40th Place Ocalo, Fi. 34474 (352) 425-7457 cw.macornber0liscurp.corn Quality Assurance RepmsentaUveMacomber Addr 5712 SW 40th Phace Ocala, EL 34474 () 425-7457 cw.nkxomber@lpcorp.com Category ihanet aq Subcategory n9 Compliance t ra Report fhxn a Floridaa Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engkww or Architedo developed the Do Kim, P.E. Evaluabon Florida Ucense PE-49497 Quality nse Entity AP - d ti h Quality n a Date fl'M11203CE Validated y v P.E. Validation Cheddist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections hurn the Code 1405 16G4.3.1 2 4UIP1 A Y im Florida Building Code Online 1609A 16163A 1626-1 23D4.6 Date Submitted 10122/2020 Date Valklated 1012212020 Date Pending FBC Approval 11103/Z020 Date Approved 12/15/2020 S f p"r a d In C13 or FL Nu or Umits of Use Approved for use In HVH7-, Yes Approved for use outside HVHZ. Yes Impact Resistant: NO Design pressure. N/A Other. Pefer to Evaluation Report. Product Is not impact LP SrnartSkle Cedar Shake Lap Sliding Limits Of use Approved for two in HV*M Yes Approved for use outside HVHZ� Yes Impact Resistant. No Design Presal WA Other: Refer to Evaluation Report. Product is not VaPact impact resistant product except for uninhabitable structures such as sheds, Unrits of ties Approved ter use in HVKT- Yes Approved for use outside Fr4H7-, Vies Impact Resistant: No Design Pressuret. N/A Other, Refer to Evaluation Repart. Product is not knpact 92al Yhe SUft of FW$& Is an AA/M empk*M sW* for board & batten applications. f Created by Independent Cedar Shalm 76 Series Lap Sidling M—IM by ladependent Third Party. Yes Do KIM & ASSOCIATEA3, LLC CONSULTINS STRUCTURAJL F-MOI140MO Flo-wda Board of Engja= Cexhfimte of Auftorization No. 26887 Date: October 9, 2020 Florida Product Approval: #FL 91WR9 Product Category: Panel Walls Product sub -category: Siding Product Name: IX SmartSiiding Manufacturer: T-P Building Solutions 414 Union Suite 2000 Nashville, TN 37219 (889) 820-0325 Scope: Tlus product evaluation report issued by Do Kim & Associates, LLC and Do Kan, P.E. for LP Building of the product named herein. This proLct �es been evaluated for we in- locations adhering to the Florida Building Code 7th Edition (FBQ. Do Y '01Y `91 byDDY[Om Ki M Datr-2020-18W 15242D-04W Him P.O. Box 10039 813.857."55 Tampa, FL 33679 Shad 1 of 4 L 1. Drawings and Reports: a. Application Instructions, LP SmartSide Siding APA-The Engineered Wood Association Product Report PR-N124, Revised July 2, 20X c. Joint Evaluation Report ESR-1301, ICC Evaluation Service, LLC, ICC-ES, 800-423- 6587, 562-699-0543, MM7.icc-es.qr& and APA Product Report, APA-The Engineered Wood Association, Tacoma, WA, Reissued April 2020. d. LP Building Solutions Technical Note No.0 14, Installing LP Smartside Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips. e. LP Building Solutions Technical Note No.028, LP Smartside 38 Series Strand Substrate Vertical Siding for Board & Batten Application. 2. Testing a. Approved test lab. Architectural Testing, Inc., 130 Derry Court, York, PA 17406. Test reports referenced: i. Report No. 79279.01-122-18 (01/07/08) 1 . Testing per Miami -Dade County Checidist #0475 For the Approval of. Durability of Wood -base Structural Composite Lumber and Panels 2. ASTM D4761-02 Standard Test Methods for Mechanical Properties of Lumber and Wood -Based Structural Material. 3. ASTM D1761-06 Standard Test Methods for Mechanical Fasteners in Wood. ii. Report No. 78294.01-401-1� (12/03/07) 1. TAS 202-94, Criteria for Testing Irnpact and Non-linpact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading. Design Pressure @ +/-57.6 psf. 2. TAS 203-94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading. Design Pressure @ +/-57.6 psf. 3. Calculations a- Standards referenced: i. ICC Evaluation Service, Inc- Acceptance Criteria for Treated-Engincered-fit ood Sidin& AC321, April 2019 (strand substrate engineered wood products)- 4. LP SmartSide Model Product Naines, a. LIB SmartSide ismamffacturedinStrand. 5. Application Instructions a. Strand Substrate Models: i. Installation fastetung requirements as outlined in the APA PR-NI24 and Joint Evaluation Report ESR-1301 documents have been reviewed and evaluated by Do Kim, P.E. based on comparafiw ardfor rationd analysis and has been determined to be in accovdar= to accepted engineering practice. TwInflation loads per APA PR-N124 and Joint Evaluation Report ESR-1301 shall be the minimum design pressurm as determined in accmilance to the FBC 7* Edition P.0- Box 10039 813SS7.9955 Tampa, FL 33679 Shcd2af4 6. Applicable FBC Sections a. Chapter 14 Exterior Walls i. Section 1404.1 General ii. Section 1405.2 Weather Protection iii. Section 1405.5 Wood Veneers iv. Section 1405.17 Fastening b. Chapter 16 Structural Design i. Section 1604.3.1 Deflections I Section 1609.1 Applications iii. Section 1616.3.1 HVHZ Allowable Deflections c. Chapter 23 Wood L Section 2304.6 Exterior Wall Sheathing I Section 2304.6.1 Wood Structural Panel Sheathing iii. Section 2315.1.11 T Other a. Quality Assurance of LP SmaitSide, Suand Substrate products by APA - The Engineered Wood Association (FBC Organization #QUA2521) that mamffacturer is within a qvahty assurance program for this product under Rule 61G20-3. I P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet 3 of4 11�l1llln m i iiir: tIiii, 5. Fire-resistant construction Wood structural panels that = not fir"cated have been shown to meet a Clan III (or Q category for Raw spread. Where otherwise specified, firo-resistant construction shall be in accordance with the recommeridaftons in APA Product (Ande Fire�-Rated Systems, Form W305. 6. Deflection limits and allowable spans per Product Approval Evakwtion Documents an in accordance to IJ120 in non-HVBZ per Chapter 16 Table 1604.3 deflection limits. Deflection limits and allowable spans per Product Approval Evaluation Documents am in accordance to IJI 80 in HVHZ per Chapter 16 Section 16163-1 deflection, limits. 7. All supporting host structures shall be designed to resist aH superrmpiised loads. 8. All components which are permanently installed shall be protecled against common, contamination, and other such damage. P.O. Box 10039 813.857.9955 Tampa, FL 33679 Shea 4of 4 EMOMMAPARMW-Mm a > ARdwgaams a An*Cs"O" pawl FIL * Application Type Code Version Application Status ME Product Manufacturer Address/PhorietEnid WEEEZEMEMM= Technical Representative Address/Phone/Ernad Quality Assurance Representative Address/Phone/Email EMMISMOM 1� Referenced Standard and Year (of Standard) Equivalence of Product Standards Certifted By FL22202-R4 Ion 2020 Approved Tuff Shed, Inc. 1777 South Harrison Street Suite 600 Denver, CO 80210 (303) 474-5567 bgrimes@tuffshed.com Tom Saurey bgrimes0tuffshed.com Patrick Kessler 1777 S Harrison Street Denver, CO 80210 (303) 753-8833 Ext 5617 pkess,W@tuffshed.com ExteriWor Swinging Exterior Door Assemblies Certification Mark or Usting Window and Door Manufacturer Association Window and Door Manufacturers Association ASTM E330 2014 TA S 202 1994 I affirm that there are no changes In the new Florida Building Code which affect my pmduct(s) and ray prodvcqs) are in coinpliance vdth the new Florida Building Code. Doconwntation f"xn approved Evaluation or validation Eftty Yes No WA ,,Ip,-,/AloddaWMM,,Wprip,r_aW_�M asp.?pwaera- -GEVXQwUNyp,HVa&qW~p_*Gvr-EUFII%3d%3d 113 CREZZEN Product Approval Method FWWa Boik*V Code Online mmgmauffl=g f4odek Number or Name Side -hinged Wood Shed Door (Outswing - Double Door) Unuts of use Approved for use in "VHZ. Yes A&M-1111ees!- ft., r tmm' outdft I., rMZ�- yes Impact Resistant: N/A De"go Pressure. +42/-42 Othew-. Structural only 22202.2 I Side -hinged Wood Shed Door (Outsw" Double Door) HVH1Z Side -hinged Wood Shed Door (Outsmeing Skigle Door) Limits of use Approved for use in HVHZ-* Yes Approved for use outside HVHZ_ Yes Irnpect Resistant-, N/A Design Pressure: +42/-42 other: Structural only Skims -Fringed Wood Shed Door 22202.4 (=tg Shed Door ide-.d Sh I,g SiS ow (Outswing Si=rVW �Door) HVHZ .............. Itapact Resistant N/A Design pressure; +54/-54 0"W: structural only M92EEM Kaxinorm Size 80.25- %woe DY 84- high Certification Agency Certiticate Quality Asswance CANOrimt ftipfration Date 06/14/2028 s. bm"Hation Instruction's Verified By: Window ang **or Manufacturer AssocianDn Created by IndeperoJent Third Party - Evaluation Repotft Created by Independent Third Party- Maxknum S4e 8025' wide by 84* "It Certitication Agency Certificate quality Assurance Contract Expiration Date 06/14/2028 Installation Instructions Verified By: Window and Door Manufacturer Association Created by Independent Wird Party: Evaluation Reports Created by Independent Third Party, Side -hinged Wood Shed Door (Outswmg - Single Door) Maxiartan Size W wide by 83.75" high Cortitkation Agency CeMilcaft Quality Assurance Qmtract Expiration Date 0611412028 In"lation Instructions E - Sinale Donrl.niff mmftVfaoW&r Aaaae'%"l Created by Independent Third Party, Evaluation Reports Created by Independent Third Party, Side-hirmjed Wood Shed Door (Outswing - Single Door) HVHJ maxirnum Size 56" wide by 83-75" high emetmumt1mm Suovqcw CAVarmate Q"Iity A$sorariM c4intract Expiration Date 06/14/2028 Imistallatlon ln$UuV"Om 1 Veffled By: Wm*m and DW manutacturer Association created by independent Third PartY- Evaluation ROPON" Created by independent Third Party'. The State of rioWa m an A&IEM employer. FWOL :: Bb%QLI3ftWM .: &M900'€ st+3:; MWLUten. .,.p. t.. pAft-1--1& FeWat, 40 r*t send electronl, 6a IT pieWe rDaract 850.4873%rS� *p%jr5tm% to SedlM 455275(1), Department wtth an W"ll addre" N they have one, The em3fls moard, If Ym 00 mt wbh to suroy a aj 4ddress, Please IV you aM a kM" WWW ampter 455, KS, Pk. CHrk !)SM . __ _-9-1— — Mqnnx?DSMM42�VXC4vtDWyP*f4a8bq"3QC$ZqVbQJZB%2bUB%2*VVb4jUugGvrEUFQ%3d*/o3d 20 HIS I PLATE 391/2 MV!�L F NT VIEW 3 116T VMAM7101IBM 4CH COMP OR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY WITH ITEM 19 (98 X 2-1/4' Sty DRIVE WOOD SCREM) AT LOCATIONS SHOWK (4) SCREft PER HINGIL 2. ATTACH ITEM 16 (STRIKE PLATE) TO ITEM 18 (TRIMMER STUD) WITH (2) ITEM 19 (AS X 2-114'SQ DRIVE WOOD SCREW$) AT LOCATION SHOWN, TUFF SHEDIM Storage Buildings & Garages TUFF SHED, INCI ���Hmmm� TNESE DRAWINGS AND THE DESIGN ARE THE PROPERTY 01f nlffl"J�HED'vlck THESE ..W Z 1 .1 A BUILDING TO BE SUPPLIED AND BUILT By LQIF S10' AWOTHFRUSE v*xrtpk 2M4/111 LE-COAD, vffl��i 0 ART L A y 7 ibffl!M 01- v D"WIN Is ; TUF,F SHED INC. 1' OPTIONAL HEIGHT CONFIGURATION j --- —1 () S Lam' R Ly C5 106 9 Q9B -Ta IN VENDOR: LOUISIANA PACIFIC m VARIES SMED ON DOOR WIDTH 11 112) 107 VENDOR: SIERRA PACIFIC W.tr-,-0 (1112) ii 02 VENDOR: QUAIL RUN 1/2) --T 7116" Oss SPACER 11*89 DRAY0403 AND THE OES4N ARE THE PROPERTY F�*,Eowc 0 THESE DUWig A BURVING TO BE SUPPUED AND BUILT BY ANY �O� OTHER UN V*Qftek FORBIDDEN By 7U t -' INC & THE ENGlMNE%-$0-7 vWw bv� em ea, MOM- VARIES 8ASED ON DOOR WIDTH V (4068) DOOR ASSEMBLY AND INSTALLATION COMPONENT DETAILS M�v. GAF !Ca aDrive Parsipanny, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section QV-1 IT Inatenat cestea Yor quatnj 733,17ranct; p'liposes. 11 ]MIS prolinct or alaterial rails to Perform III tim dumpto't Intufficr, u 'o' Section ` I , ' manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requiremen of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. LABELING** Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RYENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code -«© affecting the «r© of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the on o sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any secti this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NO A nunrber preceded by the words Mianii-Dade County, Florida, and followed by the expiration date may be displayed in adverng literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION' . A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 19-091 Expiration Date: 02/2 Approval Date: 1011 Page 11 LC—ategory- Roofing Sgb-Cate or Underlayment 1__L Material: SBS/Polypropylene/Asphatt • described in this Notice of Acceptance, designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTs DESCRIPTION'. Test Product Product Dimensions Specification Desgription WeatherWatch* 36" x 50' rolls ASTM D1970 Granular surfaced modified, fiberglass reinforced, Mineral Surfaced Leak 36" x 66.7' rolls bituminous sheet material for use as a leak barrier Barrier underlayment in sloped roof assemblies. Designed Manufacturing as an ice & rain shield. Location # 1, 8, 14, 15 StormGuard* Film 36" x 66.7' rolls AS TM D1970 Modified, fiberglass reinforced, bituminous sheet Surfaced Leak Barrier material for use as a high temperature leak barrier Manufacturing underlayment in sloped roof assemblies. Designed Location # 1, 8 as an ice & rain shield. Liberty' SBS Self- 39_3/8,, x 66' rolls AS TM D1970 Self -adhering SBS roof membrane. Adhering Base/Ply AS TM D4601 Sheet `Type II Manufacturing Location # 1, 8 Deck-Armor� Premium 54" x 222' rolls AS TM D226 A UV -stabilized polypropylene breathable Breathable Roof Deck 48" x 250' rolls Type H underlayment To be used for of deck protection Protection 48" x 100' rolls derlayment in sloped roof assemblies. IBM Tiger Paws` Premium 48" x 250' rolls AM D226 A UV -stabilized polypropylene non -breathable Roof Deck Protection 48" x 10W rolls Type II underlayment. To be used for roof deck protection Manufacturing as an underlayment in sloped roof assemblies. Location # 2, 4, 5, 7, 10, 11,12 FeltBuster" High- 48" x 250' rolls ASTM D226 A UV -stabilized polypropylene non -breathable Traction Synthetic Type 11 underlayment. To be used for roof deck protection Roofing Felt as an underlayment in sloped roof assemblies. Manufacturing Location # 6, 7, 13 NOA No.: 19-0917.02 M MWECOUNTY Expiration Date: 02/22/23 Approval Date: 10/15/20 Page 2 of 8 Test Product Product Dimensions Specification Descrigo2g Shingle -Mate Roof 36" x 144' rolls ASTM D226 Fibergass-reinforced asphalt felt underlayment. To Deck Protection Typell be used for of deck protection as an Manufacturing underlayment in sloped roof assemblies. Location # 3, 16 Liberty SA Glass Cap 39_3/8,, x 34' rolls ASTM DI 970 Granular surfaced modified, fiberglass reinforced, Sheet ASTM D6163 self -adhering SBS of membrane, Manufacturing ASTM D7530 GAFGLASO Ply 4 39.37" AS D2178 Asphalt impregnated glass felt with asphalt Manufacturing (I meter) Wide Type IV coating. Location # 8, 9 GAFGLAS* FlexPly74 6 39.37" ASTM D2178 Asphalt impregnated glass felt with asphalt Manufacturing (I meter) Wide Type VI coating. Location # 8, 9 Tri-ply' Ply 4 39.37" ASTM D2178 Asphalt impregnated glass felt with asphalt Manufacturing (I meter) Wide Type IV coating. Location # 8, 9 1. Mt. Vernon, IN 2. Mission, British Columbia 3. Pryor, OK 4® Qingdao, China S® Charleston, SC 6. Spartanburg, SC 7. Dadra, India 8. Savannah, GA 9. Fontana, CA 10. Homer, LA 11. Umerkui Kilvani, India 12. Pat-zai, India 13. Richmond, VA 14. Arkadelphia, AR 15. Tuscaloosa, AL 1® Shaffer, CA NOA No.: 19-0917.02 MLAMW��COUWNMTY Expiration Date: 02/22/23 Approval Date: lW15/20 Page 3 of 8 Test Agpncy Test Identifier Test Nam ®rt Date Intertek Testing Services NA Ltd. 3077464-01 AS D1970 08/23/06 3090131 Wired Uplift and Self Seslability 08/23/06 1002585 3CO -OIOA ASTM D226 Type II 01/11/11 100673818C --003 ASTM D226 Type II 06/13/13 10157289000Q-005 ASTM D226 Type II 04/17/14 F5549,02-106-1 -RO ASTM D226 Type lI 11/08/16 PRI Construction Materials RGM-023-02- 1 ASTM D4798 05/16/07 Technologies, L,L,G. GAF-112-02-01 ASTM D226 Type 11 03/15/06 GA -23 -02-01 ASTM D1970 03/03/10 GAF-32 -02-01 ASTM D1970 11,30/11 GAF-324-02-01 ASTM D1970 11/30/11 GAF-325-02-01 ASTM D1970 11/30/11 GAF-326-02-01 ASTM D1970 11/30/11 GAId-275-02-01 ASTM D1970 11/11/10 GAF-344-02-01 ASTM D1970 04/23/12 GAF-339-02-01 ASTM D226 Type l 03/14/12 ELK-311-02-01 ASTM D1970 09/ 11 /07 GAF 446-02-01 ASTM D226 Type 1 09/26/13 GATT-518-02-01 ASTM D226 Type 11 06/04/14 GAF-818-02-01 ASTM D4533 12/06/17 GAF--829-02-01 ASTM D226 Type lI 01/15/18 GAF-314-02-01 ASTM D2178 07/21/11 GAT-315-02-01 ASTM D2178 07/21/11 GAF-826-02-01 ASTM D226 Type II/ASTM D4533 07/12/18 GAF-847-02-01 ASTM D226 Type ll/ASTM D4533 06/05/18 G-914-02-01 ASTM D226 Type ll/ASTM D4533 04/11/19 376TOO12 ASTM D226 Type Il 07/16/19 376TOO18 ASTM D226 Type Il 08/01/19 376T0032 ASTM D1970 10/22/19 376TOO54 ASTM D226 02/19/20 Trinity-1 GAF-SC13285,17-1 ASTM D1970 03/08/17 GAF-SG13285.17-3 ASTM D1970 03/08/17 GAF°-SC13285.17-4 ASTM D1970 03/08/17 GAF -SC 13285.17-2 ASTM D4601 Type ll 03/08/17 GAF-SG9700.0 ,15-RI ASTM D2178 02/08/17 GAF-SC12915a09.17 ASTM D1970 12/11/17 GAF°-SC12915.09.17 ASTM D6163 12/11/17 GAF-SG12915,09e17 ASTM D7530 12/11/17 NEMO ETC, LLC 4S-G-18-001v01,19-1 ASTM D2178 Type IV 01/02/19 4S-GAF-I-001.01.19-1 ASTM D2178 Type VI 01/02/19 Expiration Approval APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System EQ): Anchor sheet mechanically fastened to deck, membrane adhered, Base Sheet: Two plies of AS TM D 226 Type I or Shingle -Mate* Roof Deck Protection OR one or more plies of ASTM D 226 Type 11, Deck -Armor' Premium Breathable Roof Deck Protection, FeltBuster' High -Traction Synthetic Roofing Felt, or Tiger Pawm Premium Roof Deck Protection with a minimum 4" side lap and a 6" end lap mechanically fastened to the deck with approved nails and fin caps 6" o.c. at the laps and staggered rows 12" o.c. in a grid pattern in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape (follow the tape's manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneners. Membrane: One or more plies of WeatherWatcho Mineral Surfaced Leak Barrier, StormGuardo Film. Surfaced Leak Barrier, LibSA Glass Cap Sheet, or Liberty'm SBS Self -Adhering Base/Ply Sheet membrane with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with WeatherWatcho Mineral Surfaced Leak Barrier, or StorniGuare Film Surfaced Leak Barrier is acceptable. Surfacing: Approved Roofing Assembly. Deck Type 1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Membrane mechanically fastened to deck. Separator Sheet: One or more plies of GAF GAFGLASO Ply 4, GAFGLAS* Flexl?lyTm 6, Rosin Paper, ASTM D 226 Type I or Type 11, Shingle -Mateo Roof Deck Protection, Deck-Armoi— Premium Breathable Roof Deck Protection, FeltBuster* High -Traction Synthetic Roofing Felt, or Tiger PawT� Premium Roof Deck Protection loose laid. Membrane: One or more plies of WeatherWatch* Mineral Surfaced Leak Barrier, StormGuare Film Surfaced Leak Barrier, LibertyT" SA Glass Cap Sheet, or LiSBS Self -Adhering Base/Ply Sheet membrane mechanically fastened with a minimum 3" side lap and a 6" end lap to deck through the separator sheet with approved nails and tin caps 6" o.c° at the laps and staggered rows 12" oc. in a grid pattern in the field of the roll. Surfacing: Approved Roofing Assembly. Approval Date: 10/15/20 Page 5 of 8 Deck Type 1: Wood, non -insulated Deck Description: '9/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle -Mate" Roof Deck Protection OR one or more plies of ASTM D 226 Type 11, fieck-Armor Premium Breathable Roof Deck Protection, Felt aster® High -Traction Synthetic Roofing Felt, or Tiger Paws'Premium 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" o.c. at the laps and staggered rows 12" o,c, in a grid pattern in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape (follow the tape's manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent in or snow from entering at the fastneners. Membrane: One or more plies of StormGuareFilm Surfaced Leak Barrier membrane with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact, Remove the release membrane as the membrane is applied. Surfacing: Approved for Metal roofing, Slate, and Asphalt Shingle assemblies. NOA No.: 19-0917.02 Expiration Date: 02/22/23 Approval Date. 10/15/20 Page 6 of 8 LIMITATIONS: L Fire classification is not part of this acceptance. LnnTAT! oNs: 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All B ur nets listed herein shall hue a quality assurance audit in accordance with the Florida uilding, Code and , -od— Rule 6 1 G20-3 of the Florida Administrative Code. me THM&MMI S namulle s or pauWagrag 1prun Vr ictml 1A (7-'- and state of manufacturing facility, and the following statement- "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seat as shown below. NOA No.: 19-091 Expiration Date: D ro02/2 Appval ate : 10/1 Page 81 TR700, PR UNINHABITED UTILITY SHED UP TO 12'WIDE x UP TO 24'LONG NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED: V„lt = 155 Vasd = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) RISK CATEGORY: I COMPONENT AND CLADDING: ROOF. 181-29 PSF (ZONE 1) WIND PRESSURE (psi (ASD VALUES) 18f-50 PSF (ZONE 2) (BASED ON 10 SQ FT) 181-74 PSF (ZONE 3) WALL: 311-34 PSF (ZONE 4) 31f-42 PSF (ZONE 5) HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER - 16d c@3r 16" STAGGERED FACE NAIL NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: SR600 - 5'-8Y4 ` (68Y4") TR700 - 6'-8y4" (80Y4") PR - 6'-C4" (80)4") SHED SIZE CHART -=la #iiii D "N " a • lin''zt*L*INZI 1L� II r Address:Site UFF SHED, MFG. FACILITIES ••O • 0.521 O SMARTSIDE FOR SR600,00; ND ,,R Nf SMA RTSIDE NAILING REQUIREMENTS O AND •.! D D . . O :# 'a WK IFLPRODUC PRODUCT P MANUFACTURER MODEL F L P s D ISIDING (PANEL) ! BUILDING SO � WON! LAP SIDING (CEMENT) �`IPACT SLIDING IMPACT SLIDER• t SLIDING WINDOW TAFC0 CORPORATION ITUFF SHED DOUBLE DO!' 1TUFF SHED, INC.DOO! D O•TUFF SHED, INC.D' NE4140111010103z ITUFF SHED, INC. SHED DOOR STEEL DOOR OUTSWING JIMINLYNA112IIIIIIIIII ! a • FULL LITE DOOR ELD-WEN 9 LITE O• ! O t• 9 LITE Dii' OUTSWING! •" DOO FLOOD VENTS IYLOOD• a O RIDGE VENTS IG A E: -nizPA RIDGE RUNNER RIDGE VENTS # RIGID VENT3 AF COBRA RIDGE FL6267,1 GARAGEIMPACT RESISTANT OVERHEAD DOOR VERHEAD DOOR CORP GARAGE DOOR 7 FIL 14170,6 ASPHALT METAL ROOFING ]MARLYN METALS, INC,. SIDINGIO I . NAILING IS FOR YW SMARTSIDE PANEL OR YW SMI RTSIDE WITH FOIL BACKER. FROM EACH ENDO EACH WALL. OPENING3. NO SINGLE ! ! THAN i 4. * 6'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY IN THE a -SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOESOa RETURNWALL EACH OF THE 5. USE COMMON OR GALVANIZED BOX NAILS. 6. ON THESE BUILDINGS ! I f !IN THL END WALL WILL NEED TO BE OFF SET. THERE WILL BE a.2'PANEL ON ONE SIDE AND A VPANEL OTHER SIDE OF THE DOOR. BUILDING7. O REQUIRE SHEATHINGON BOTH SIDESOF WALL WITH •• •! O WALL): INSIDE OF ! D WALL WITH O: SHEAR (SEE NOTE i. i it a SHEAR 10'X20'-24'WITH TOF OPENING ON END WALL WITH TOF SHEAR 8'Xl6'-22'WITH 4'OF OPENING ON END WALL NTH 4'OF SHEAR OPENING O.4'OF SHEAR Y. 6'OF OPENING O D WALL • OPENING 3'OF SHEAR f WALL.& NO OPENINGS ARE ALLOWED ON THE END WALLS OF E BUILDINGS LONGER THAN 16'. THE ENDWALL OF 6'WIDE X I 0'-1 6'LONG BUILDINGS MAY HAVE A SINGLE ZOPENING CENTERED ON THE IIw ;r Date: 6/21/21 THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. TUFF SHED, INC, im ENGINEERING DEPARTMENT I ::TO�r: ��[s3I1��•i wmfilmalni ALL W � TR d g d R f srmo OP � PLAN IN „ y�,llt I ! 1C/7fdd DRAWING NO. FL-PR-SR-TR-01 N . 76835 .� a a t REV. LEVEL 01 = ? - ~ �TATE OFSHEET 40 PAGE 1 OF 4 777/Id//111IIFi1������ 15 FEB 2022 I 0 i • w r � s., �.. 12 �4 BUILDING SECTION SCALE: N.T.S. 190111 INs s ► 10 .; . g. , 1' x •si DECKING BASE ♦ PLATE I WINDOWFOR OPENINGS UP TO WINDOW# DETAIL FOR SIDE i 4 FRAMING BE i BETTER IF BUILDING D LOCATED IN *FLOOD ZONE THEN FLOOD VENTS ' PRESSURE 1 f 1Y y f iY� it ' f i NE SQ INCH VENT i EVERY ! BUILDINGOF �I� ICRIPPLES HEADERS FOR OPENINGS I�M P O 4 0 IIII. � I.I II OPE i . i • • •i . r n � M i III KING UD TRIMMER BASE PLATE NM' DECKING FOR OPENINGS a f Ir • •- BuildingsTUFFISHED, Storage UFF SHED, MFG. FACILITIES :.Building Size -,WIDTH -LENGTH -HEIGHT - SQFT. ARE Nw- TRUSS TO WALL CONNECTION DETAIL SCALE. N.T.S. ,— CRIPPLE STUD HEADERS FOR. - OPENINGS UP 1 t •: •_ . SPF REFER TO THE DOOR DETAIL THE •i DESIGN DETAIL • 4) END WALLS SCALE N.T.S, THESE DRAWINGS ARID THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT ■ RICHARD J. WILLS, P.E. RWILLS?.bTUF SHED.COM 1777 S. HARRISON STREET DE ER, COLORADO 80210 (303) 753-8833 EXT. 96315 .. s ROOF UNDERLAYMENT PER FBC 1507.1.1.1(3). MINIMUM 3%4" STRIP OF SELF ADHERING FLEXIBLE FLASHING TAPE COMPLYING WITH AAMA 711, LEVEL 3, INSTALLED IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL NAIL TO INTERMEDIATE FRAMING 4'x8'x'/s' ROOF MEMBERS - REFERENCE NAILING SHEATHING SCHEDULE, SHEET 1 DIAPHRAGM BOUNDARY TRIM REFERENCE NAILING - RAFTERS SCHEDULEIS2 OR TRUS not 0 .. , 10 N 3 11 Fit HEADER FRAMING DETAILS REV. LEVEL 01 FBC, 7th EDITION (2020) SHEET 155C PAGE 2 OF 4 PANEL EDGE IS NOT SUPPORTED BY BLOCKING - UNLESS NOTED No. „ SITATE OF , /ffIi1101 15 FEB 2022 a r � • s s � r r r •'ter [M4l*i'VC.7Zmole] -V TRIM SIDING 2X4X2' BLOCK ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH Z %" O x 4" CARRIAGE BOLT AND LOCKNUT CORNER STUD 1. STEEL SHED FOUNDATION: 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED y COATED r•• t (SUPPLIER: ALLIED STUDCO •' i 0 r 9 Y4"APA OR TECO RATED TONGUE AND GROOVE FLOOR PANELDECKING. 24" MAX SPAN.y s PANEL FASTEN :. TRACKS PLATED @ NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS, STAGGER PANEL LAYOUT PER • 4FASTEN SOLE PLATE THROUGH • r DECKING INTO JOISTS TRACKSOR ! SPACINGSCREWS. REFERENCE ALLOWABLE FLOOR LIVE LOAD:JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED • r • BLOCKS UNDER JOISTS BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. e PART NUMBERS: OT3644GPMP-%" X 36" (36" IMBED) GALVANIZED AUGER OT17S - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS SHED i,�j�� � � STUD BASE n co 9 J STUD END WALL r- 'AUGER ANCHORS } �mTogglT:113T L` II r SIDING 4-ANCHORS PROVIDE (1) AT CORNER BUILDING. TRIM s PROVIDE 1 CORNERSOF 1 AND AT THE R — ANCHOR BRACKET V TO BE FLUSH WITH EDGE OF TRIM 3 OPTIONAL AUGER ANCHOR DETAIL SCALE N75 !Order lCust# �. ,Site Address: It . 'Date: : r. 10d COMMON @ 12" O.C. aw S • y mm ri 2x6 JOISTS @ 24" O.C.- (PRESSURE TREATED) s � � f y SIDING TRIM CARRIAGE BOLT (GRADE 2) i -OR- OT24SWB #► GALVANIZED, WASHER EMBEDMENTDEPTH MIN. EDGE DISTANCE = 6" ANCHOR SPACING: RE: TITEN • ANCHOR BOLTS "< • 2X6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS 2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C. APA OR TECO RATED TONGUE AND GROOVE DECKING.FLOOR MAXPANEL REQUIRED.BLOCKING JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. M:NAIL PLYWOOD TO JOISTS AND RIM JOISTS: BORDER:t COMMON EDGE:. COMMON SPACED @ a FIELD: 8d COMMON 4. FASTEN SOLE PLATE THROUGH Or. DECKING INTO JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" s ALLOWABLE5. OO • r .0 PSF i, USE OPTIONAL CONCRETE BLOCKSTO BLOCKSLEVEL BUILDING: rER JOISTS SPACED @ O.C. BLOCKS UNDER RIM JOISTS SPACED OPTIONAL# ! SHED BASE DETAIL SCALE N.T.S. � IE BASEPLATE FLOOR PLY a STEEL SH BASE 4" CONCRETE- 0tOPTIONALD1 BRACKET DETAIL TUFF SHED, INC. TITLE ENGINEERING DEPARTMENT DETAILS RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DE ER, COLORADO 80210 (303) 753-8833 EXT. 96315 rI±-I io � I REV. LEVEL 01 I SHEET 155C PAGE 3 OF 4 r- II 0 NOTES: A IORS TO BE II ! ►ANCHORSr ANCHORS MAY BE BAN D OR STAINLESS S 2. PROVIDE I y: i O' r #.. , OF THE BUILDING. THE s � / r 0. 76835 m i `, STATE OF •`�,,, W7221I0 �.T1yy in 1 314 c3 FINISH —� I GRADE #4 CONTINUOUS TOP & BOTTOM CONCRETE FLOOR -SLAB - e: REINFORCEMENT 00 LO PER NOTES BELOW m ---- 3" CLR. � C3 TYR e} 1`-0" MIN, THICKENED SLAB CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1 AxW1.4 . LOCATE AT MID -DEPTH OF SLAB. _OR_ SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f� = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60, ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 6. SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING Y2"0 X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. OPTIONAL CONCRETE FOUNDATION DETAIL SCALE'. N.T.S. N M. 3X4 20 PLATES «*a 1 EACH SIDE `- 4'-0" 4� r 12 4 1 00 8'-0" Lo C\I LO C,4 6'4' a io sb N DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN) TOP CHORD DEAD LOAD = 10 PSF VERT LL: 0.06 in. COLLAR TIE DEAD LOAD = 5 PSF °VERT TL: 0.08 in. NOTES: FBC, 7th EDITION (2020) ANSIITPI 1-2014 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE ##2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. 1"IM11:112.14INX011 WIND. ASCE 7-16, 155 mph, Exposure C, D.01.=1.60 ,.. �. .,� Order #. P.O. # TUFF SHED Customer: Drawn By: PK Storage Buildings & Garages Date: 6121/21 Site Address: TUFF SHED, MFG. FACILITIES Checked By: 8524 EAST COLONIAL DRIVE Date: ORLANDO, FL 32817 Building S..ize:'wto-,H-LENGTH-HEIGHT-SQ.FT.AREA (888) 788-TUFF Scale: N.T.S. STORE 520 DEPARTMENTTUFF SHED, INC. ENGINEERING RICHARD J. WILLS, P.E. ! s 3X4 20 GA PLATES 1 EACH SIDE 1116„ 12 4 1 a`-0" 3X4 20 GA PLATES 1 EACH SIDE �3 11116" 12 �4 M1 am TRUSS DETAILS VSPAN IC UPLIFT, f 0 p "i I ��'��� TRUSS MAY BE # !' BUILDING i TO 12FT UNLESS i r s # .A REACTIONS: MAX. VERTICAL: 240 LBS. ROTE: TRUSSBUILDING A7 ! A I • 12'SPAN ui x • MAX. VERTICAL: 390 's NOTE: TRUSS MAY BE D ON BUILDING LENGTHI DRAWING NO. FL-PR-SR-TR-01 a REV. LEVEL 01 -U SHEET 155C PAGE 4 OF 4