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Home My WebLink About22-489110717MM076m; MIR 14 26 21 0010 03600 0070 Name: JAEL GLADNICK Address: 4731 Plum St ZEPHYRHILLS, FL 33542 Phone: (813) 727-4210 City of Zephyrhills 5335 Eighth Street . = me Zephyrhills, FL 33542 BGR-004891-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/04/2022 4731 Plum Street Permit Type: Building General (Residential) Contractor: EASE ROOFING Class of Work: Reroof Total Valuation: $20,000.00 Total Fees: $210.00 Amount Paid: $210.00 Date Paid: 10/4/2022 1:03:57PM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 as water management, state agencies or federal 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. CONTRACTOR,gATUR PE IT OFFICEU PER11,11T VAPIRES 1116 1110111THS WIT601T APPROVED 111%SPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 4 Building Department�� Date Received O $ f s Phone Contact for Pennittin as �s Owner's Name C . Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I " t k ,-t- j JOB ADDRESS LOT # SUBDIVISION PARCEL ID# Cif` ' t L C ' ` IOSTAINEO FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD(ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK� FpRAddMggE STEEL DESCRIPTION OF WORK BUILDING 512E SQ FOOTAGE = HEIGHT BUILDING =ELECTRICAL $ =PLUMBING $ =MECHANICAL $ =GAS ROOFING�j= FINISHED FLOOR ELEVATIONS = VALUATION OF TOTAL CONSTRUCTIONtt Glj t,.;t ) AMP SERVICE PROGRESS ENERGY W.R.E.C, VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO 0 BUILDERE:::::= COMPANY E; SIGNATURE REGISTERED Y / N FEE GJRREN Y / N Address ====== License # ELECTRICIAN COMPANYE; ;;=IEI SIGNATURE REGISTERED CURREN Y l N Address License #�� PLUMBERE=== COMPANY SIGNATURE REGISTERED Y (N FEE CURREN Y / N® Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y (N F�c.RREII Address LLiicense # OTHER (j( COMPANY SIGNATURE /— REGISTERED Y ::EW Y 1 N Address Mt re��{ Ccense# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms- R-0-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed; Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions.` Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW I — ' 813-78MO20 City of Zephyrhills Permit Application Fax-813-780-0021 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 727a847. 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 maybe an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 85-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law --Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I`certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'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, Wetland Areas and Environmentally Sensitive Lands, Water/WastewaterTreatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - if the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit maybe 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 worlds commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE 0 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA.IURAT ( S. 11 03} OWNER OR AGENT CONTRACTOR ` r i d nd sw m d) be ro s uos i e a d or t affirmed? baf re e'th' hods rso y k wnto me or astnava produced ho is/a ersonally known o me or haslhave produced rd' I as identification. as identification, i tary Public 1 Eqf 9 Notary Public irtsrt, P,NGEVX U VtS ` r - `. =: tvRY CQ1ti11S1CJ�'G 917244 �iea leer )9, 2923 r F ,11RE S " ,f r Gar d 1 C�rut notary Public Utld trite s ��yv P6 F\I�I S.LA L DfNQS + 11,Ay COMMISSION #€ CG 917244 * �2023 � EX�`iRFS: September 2 , }� , tt�eavra Notary public `wriiers EASE ROOFING ROOFING WITH EASE NOTICE OF COMMENCEMENT Permit No.: State of FLORIDA County of Pasco The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with chapter 713 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available): Parcel: 14-26-21-0010-03600-0070 4731 Plum Street, Zephyrhills, FL 33542 611 MORES ADD MB 1 PG 57 LOT 7 & SOUTH 19.50 FT LOT 6 BLOCK36 2 1NST4 3 BK10697 PG 09t2312022 01,05pni Paga= 1 of 1 General description of improvement. Re -Roof Home Rcpt, : 2507173 Rec: 10 o0� DS : 0.00 17 : 0.00 Owner's Name: GLADNICK JAEL LYNNE Nikki R l varez--Sow l es , Esq. Address: 4731 Plum Street, Zephyrhills, FL 33542 Pasco CountAi Cierk & Comptroller Owner's Interest in site of the improvement: Re -Roof Pee Simple 'Title Holder (if other than owner): Address: Phone: Fax: Contractor: Glenn Williams 1 Erie Roofing Address: 7424 Hackamore Rd phone: (363) 223.3900 Fax: Surety: Zephyrhills, FL 33541 Phone: Fax: Address: _ Amount of bond: Lender's Name: Address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes, Name: Address: Phone: Fax: In addition to himself, owner designates: Of: Phone: Fax: to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. ANG LAL. DAVIS I`G°`' CW!1MISSIQN # GG 917244 5, September 29, 2023 rtt iy Public Underwriters 110 FAILURE TO POST A CERTIFIED COPY OF THE RECORDED ON THE MSITE MAY RESULT THE r a.; WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER CHAPTER *,+ # # * YOUR +A#t ...# # PROPERTY, # #COMMENCEMENT.. 4161 E, 7"1 Avenue Tampa, FIL 33605 (813) 248-2101 FL26482-116 (NOWHM) Revision 4: 12/17/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 15071A 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 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. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEIVIO I etc. Evaluated" may be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 7. WEM= Robert J.M. Nierninen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 'ssponul M !""Z K The, facsimile seal appearing was authorized by Robert Nieminen, PIZ on 12117/2020. This does not serve as j,01 an electronically signed document, CERTIFICATION OF INDEPENDENCE 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, NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4, Robert Nieminen, P,E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO 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, 02019 NEMO ETC, LLC Scab -Category: Underlayment Compliance Statement: Gardners Roof Underlayments, as produced by Gardner Asphalt Corp,, have demonstrated compliance with the following sections of the 7" 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. 1504.3.1 Wind resistance 1507.1.1, 1507Z4, 1507.2.9:2 / R905AA, Material standard R905.2.8.2 1507.1.1.1(2 3, Exception), 1507.1.1.1(5) / Tear strengt}3 R905.1.1.1(2&3, Exception), R905.1,1,1(5) 1507.1.1.1(23, Exception), 1507,1.1.1(5) f Tensile strength 11905.1.1.1(20, Exception), R905.1,1,1:(5) 1507A.1.1(5) / R90 ,1.1.1(5) Liquid water transmission 1507,3.3 / 8905.3.3 Material standard TAS 110 Accelerated Weathering PRi(TST5878) PRI (TSTS878) PRI(TST5R78) PRI (iST5878) PR(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5878) PRI(TST5R7R) PRI(TST5R78) PRI(TST5878) PRI(TST5878) PRI (TST5878) PRI (TST5878) PRI(TST587R) PRI (T TS878) UL, LLC. (QUA9625) UL, LLC. (QUA9625) a a I'r NffirtroTil UL1897 ASTM 01970 ASTM D4533 ASTM D 035 ASTM D4869 FRSA/TRI, Sixth Edition ASTM D4798 Examination Reference Tradability FRC Crass -Listing ASTM D226 (physicals) GGI-176-02-01 ASTM D1970, D4798 GGI-178-02-01 ASTM D1970, D4798 GGI-194.02.01 FRSA/TRL ASTM D4798, TAS 103 GGI-196-02-01 ASTM D226, D4533, D4869 GGI-132-02-06 ASTM D226, 04533, D4869 GGI-199-02-02 ASTM D1970, D4798 GGI-178-02-01 ASTM D4798 GGI.178..02.02 ASTM €}1623, TAS 103 GGI-201.-02.01 UL1897 GGI-212-02.01 Criticality, ASTM D1876 GGI-209-02-01 ASTM L903, D1970 GGI-211-02-01 ASTM D1623, TAS 103 GGI-202-02-01 UL1897 G I-243-02-01 ASTM D1970 397T`0016 ASTM D1623, D4798 397TOO 8 Quality Assurance Service Confirmation Quality Assurance Florida BCIS 2016 2018 2011 INNEININAIM Date 1/10/020 9/26/2016 10/24/2016 4/19/2017 7/26/2017 1.2/11/2017 12/11/2017 1/26/2018 1/26/2018 1/26/2018 5/9/2018 5/18/2018 6/6/2018 R/9/201R 5/29/2019 12/16/2020 12/16/2020 02/12/2020 Current Product material Standard Punt s escrl io 4.1 Gardners Gard -Lack _ ASTM D1970 Springville, nominal 60-mil thick, glass -fiber reinforced, polymer AL modified asphalt, granulated self -adhering underlayment 4.2 weather-ArmorO FT3 FRSA/TRI09-18 Springville, nominal 60-mil thick, self -adhering membrane of elastic Tile Underlayrnent AL polymers, bitumen and polyester and glass reinforcement NEMO ETC, LLC Evaluation Report I-GG-18-001.02AS# R4 Certificate uf,Autharixution #32455 7'" EDITION (2020) F6C NoWHVI4Z EVALUATION F1,26482-116 (NON-HVH ) GardnerO Roof Underlayments; (81 ) 248- 101 Revision 4: 12/17/2020 Page 2 of 7 4,3 1 Eagle -Armor by Apoc I FRSA/TRI 09-18 4,4 1TriBuilt Fleece Tile FRSA/TRI09-18 Underlayment I 4.5 Weather -Armor" HT2 ASTM D1970 High Temp Premium Roof Underlayment 4,6 Weather-ArmorO HT3 ASTM D1970 High Temp Premium Roof Underlayment 43 Weather-ArmorO S11-1 ASTM D1970 Self -Bond" Roof Underlayment 4,8 Tr Built Ice and Water ASTM D1970 Underlayment 4, ator-Skin" Synthetic 1507A.1,1QU, Roof Underlayment Exception), 1507,1,1.1(5) / R905J,1.1(2&3, Exception), R905.1.1.1(5) 4,10 Gator-Skin 10TI 1507A,1,1(2&3, Synthetic Roof Exception), I507.1,1,1(5) Underlayment / R905.14.1(2&3, Exception), R905.1.1,1(5) 4,11 Weather-ArmorO 1507,1,1,1(2&3, CrossOver CX-L Exception), 1507.1.1,1(5) Premium Hybrid Roof / R905,1,1A(2&3, Underlayment Exception), R905.1.1.I(5) NEMOletc. ?Ian AUs Description Springville, nominal 60-mil thick, self-idhering membrane of Plifir AL polymers, bitumen and polyester and glass reinforcement Springville, nominal 60-mil thick, self -adhering membrane of elastic AL polymers, bitumen and polyester and glass reinforcement membrane Springville, nominal 60-mil thick, self -adhering composed AL of elastic polymers, bitumen, glass reinforcement and a cross -laminated sheet surface, gray in color Springville, nominal 60-mil thick, self -adhering membrane composed At of elastic polymers, bitumen, glass reinforcement and a cross laminated sheet surface, black/yellow in color Springville, nominal 60-mil thick, glass -fiber reinforced, polymer AL modified asphalt, granulated self -adhering underlayment Springville, nominal 60-mil thick, glass -fiber reinforced, polymer AL modified asphalt, granulated self -adhering underlayment Hangzhou, synthetic roof underlayment comprised of layers of China polyolefin film Guijarat, synthetic roof underlayment comprised of layers of India polypropylene film Hangzhou, hybrid underlayment comprised of two layers of China pohrolefin and polyester synthetic fabric with a layer of I modified bitumen between the two 5.1 This is a building code evaluation. Neither NEMO 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. 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 IS05 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 GardnerO Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NE MO ETC, !LC Evaluation Report I-tsar-18-001.OZ18-R4 Certificate of Authorization #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL26482-R6 (NON.HVHZ) GardnerO Roof Undeflayments, (813) 248.2101 Revision 4:12/17/2020 Page 3 of 7 ON EMO I etc. 6.6 Allowable Roof Covers: TABLE : FCOVER OPTIONS w 2504 �.-. rOcsecrionon: 1507.2 I5a�.3 _v. 1507.7 15071 & 1507.9 Cloy and Concrete Tile Metal Slate or Underlayment Asphalt -~-~~--~ -- .-.~~~. Wood Shingles y fviechailica9 Adhesive µ_- Panels or Sate -Type Shingles or Shakes Attach__ Set Shingles Shingles �-._. ... �..a YES ardnero Card -Lock YES NO NO NO YES (joint strips,1507J.1.3 J Rsraa.l.a.3) YES rn Weather-Arore' FT3 -file Underlayment YES YES Yes YES YES point strips, zsa71:.::l (See 5 6,1) ; Rgm1,1,3) YES Eagle -Armor by Apoc YES YES Yes YES YES Ijoint strips, 1so71.1;3 (See sk.1) 1 n9aa,1.1:3} YES Yes TriBuilt Fleece Tile Underlayment YES YES (see SA, 1) YES YES ficneo rtript 15071,13 1 5t a,11.3j Weather -Armor" HT2 High Temp Premium YES Roof Underlayment YES NO NO YES YES (joint strip,, 1507.1.1.3 j R90SAAM Weather -Armor" HT-1 High Temp Premium YES Roof UnderlaymentYES NO NO YES YES {joint strip., M71.13 { R50S.1.1-31 YES. TriBuilt Nigh Temp Metal Underlayment YES NO NO YES YE (joint stCipr , 156Y,11.3 (R905.1.1.3j Weather -Armor" SE3.15e1frv#3ondO Roof YES Underlayment YES NO NO NO YES Uoint stripe, 1507.113 /R'30S.S.1.3j YES TriBuilt Ice and Dater Underlayment YES NO NO NO YES tin+�t s2 tps, 15011,13 2 Gator-SkinT' Synthetic Roof Underlayment- YES NO NO � YES YES" NO ator skin JOTI Synthetic Roof YES NONOYES YES N Underlayment Weather-ArmorO CrossOver CX-L Premium YES NO NO YES YES NO Hybrid Roof-Underlayetlent 5.6,1 Adhesive -set the is limited to use of the following underlayrnent / tile -adhesive combinations, TABLEIA: ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE COMBINATIONS' _ Underlayment Adhesive Florida Product Weather -Armor's' FT3 Tile DAP "Touch `n Seal StormBond Roof Tile Adhesive" rvFL14506 Underlayment, Eagle -Armor by Apoc or Dupont "Tile Bondlm Roof Tile Adhesive" � T FL22525 TriBuilt Fleece Tile Underlayment iCP Adhesives "Polyset" AH-160" FL6332 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for overturning Moment Resistance Performance N€MO ETC, LLC Evaluation Report 1-GG-18-001�02JEI-R4 Certificate of Authorhation #32455 7"' EDITION (2020) Fi3C NON-HVHZ EVALUATION FL2 4£i2-R (NONaFlt HZ) Gardner° Roof tlnderlayments; (813) 248-2101 Revision 4s 12/17/20 0 Page 4 of 7 53 Allowable Substrates: Nwo I etc. pmmmmm GardnerO Gard -Lock, Weather-ArmorO FT3 Tile Underlayment, Eagle -Armor by Apoc, TriBuilt Fleece Tile Underlayment, Weather-ArmorO HT2, High Temp Premium Roof Underlayment, Weather -Armor" HT1 High Plywood Temp Premium Roof Underlayment,TriBuilt High Temp Metal Underlayment, Weather-Armorc SB-1 Self - Bond"' Rcrof Underlayment, TdBuilt Ice and Water Underlayment Weather-Arrnorl'' FT3 Tile UnderlaVrnent, Eagle -Armor by Apoc, TriBuilt Fleece Tile Underlayment, Weather - Armor" HT 2 High Temp Premium Roof Underlayment, Weather-Armoro HT3 High Temp Premium Roof OSB Underlayment, TriBuilt High Temp Metal Underlayment Weather-ArmorO FT3 Tile Underlayment, Eagle -Armor by Apoc, TriBuilt Fleece Tile Underlayment, Weather- ArmorO HT 2 High Temp Premium Roof Underlayment, Weather -Armor' HT1 High Temp Premium Roof Structural Underlayment, TriBuilt High Temp Metal Underfayrnent, *Note: minimum 737 ambient application concrete* temperature for structural concrete. 5.8 Attachment Limitations, 5.8,1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5:&2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but not less than Section 5,83 herein. 5.83 Wind The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile installation Monuol, Sixth Edition, The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety per FBC 1504.9 has already been applied). 5.83.1 Direct -to -Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Deli Pressure Z.5 sf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Weather -Armor"' FV Tile Underlayment, Eagle -Armor by Apoc or TriBuilt Fleece Tile Underlayment, self -adhered. #2 MgKMMM i" _Pgsi n _Pressure = -135.0.psf: Deck: Min. 19/32-inch APA span -rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Primer: None, Underlayment: Weather -Armors' FT3 Tile Underlayment, Eagle -Armor by Apoc or TriBuilt Fleece Tile Underlayment, self -adhered, #3 All other direct -deck, adhered underlayment systems beneath the roof systems carry a Maximum Design Pressure of -45 psf, NEMO ETC, LLC Evaluation Report I-GG-18-001.02.18-R4 Certificate afAuthorkation #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL26482-R6 (NON-HVHZ) GardnerO Roof Underlayments; (813) 248-2101 Revision 4. 12/17/2020 Page 5 of 7 5,9 Exposure Limitations: TABLE . Exp sun WiTATioNs OONEmoletc. Prepared Roof Cover Maximum Underlayment Installation Type Exposure $days) 6ator-Skin" Synthetic Roof Underlayment, Gator-Skirt 10" Synthetic Of Underlayment, Weather-ArmorO HTz High Temp Premium Roof Mechanically attached 30 Underlayment or Weather -Armor" CrossOver X-i Premium Hybrid Roof Underlayment n GardnerO Gard -lock, Weather-ArrnorO S6-1 Self -Bond"' "Roof Mechanically attached_ 0 I Underlayment, TriBuilt Ice -and Water Underlayment � µMMechanically Weather-ArrnorO HV High Temp Premium Roof Underlayment, TriBuilt attachedw 180 High Temp Metal Underlayment Adhesive -set the 30 �. (Polyse& AN•160) Weather -Armor' FT3 Tile Underlayment, Eagle -Armor by Apoc, TriBuilt Adhesive -set the Fleece Tile Underlayment fTile Bond- Roof Tile Adhesive or 90 Touch `n Seal Storms and Roof Tile Adhesive) mm Mechanically attached: 180 5.10 Tile li3 re Limitations. When loading roof tiles on the underlayment in direct -deck isle roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. 6.2 IN Underlayment Weather-ArmorO FTI Tile Underlayment, Eagle - Armor by Apoc, TriBuilt Fleece Tile Underlayment Flat or Lugged Max, 10-t le stack :12 Gardner' Roof Underl yrnents shall be installed in accordance with GardnerO Asphalt Corp. published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any must and debris prior to application, and prune the substrate (if applicable). 63.1 Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in F9C 1507.1.1.1 or 1507.1.13 or FBC Residential R90 .1.1.1 or R905,1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type ll felt, the felt shall be fastened in accordance with FBC IS07.1.1 or R9 .1.1. 12 Multl-Pl v Llnderla rnent Systems. Weather -Armor' HT3 High Temp Premium Roof Underlayment or TriBuilt High Temp Metal Underlayment followed by Weather-Arrnor� FT3 Tile Underlayment, Eagle -Armor by Apoc or TriBuilt Fleece Tile Underlayment (per Section 6,4) is allowable for use tinder mechanicall attachorl prepared roof systems, limits of use are those associated with the top -layer material This is not a requirement, but is allowable if a multi -ply underlayment system is desired. NEMO FTC, LLC Evaluation Report 1-43G-18•001.02,18-M Certificate ofAuthorization d#32455 7Tn EDITION (2020) FRC NON-HVH2 EVALUATION FL2 4R2-R6 (NON-HVHZ) Gardner° Roof Underlayments; (813) 248.2101 Revision 4: 12/17/2020 Page 6 of 7 6.A L f ther« r orO T' Tile Underlayment, Eagle -Armor by Apoc or TriBuilt Fleece Tile Un rl y nta 6A.5ic?n Ti 11, Shall be installed in compliance with requirements, for an approved self -adhering underlayment'(ASTM D1970) in FRC 1507.1.1.1 or 1507.1.1.3 or FRC Residential R905.1.1.1 or R905.:1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type 11 felt, the felt shall be fastened in accordance with FRC 1 07.1.1 or R90 .1,1. 6.4.2 Tile ApplicatioriL. Shall be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRl Florida High Wind Concrete and Clay Roof Tile Installation Manuol, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5,8.2 for attachment limitations, Refer to Table 4 for the staging limitations, 6.5 Gator-Skin"m Synthetic Roof iUnd rlayment, ator-Skin 10111 Synthetic Roof Underlays eot or heather-Armoro CrossOver C L Premium iu Hybrid Roof Underlayment; 6,5,1 Shall be installed in compliance with requirements for a synthetic underlay ent in FOC 1507.1,1.1(2, Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FOC Residential R 05,1.1.1(2, Exception), R 05.1.1.1(3, Exception) or R905.1.1.1() for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FRC requirements take precedence over the manufacturer's installation instructions. 6.5.2 Fasteners. Minimum fasteners shell be corrosion resistant, ring -shank cap nails shall be as set forth in FOC 1507.1.1.1 or FBC Residential 11905.1.1.1. As required by tie builcitrig c.atucial or Authority having junsaietion to properly evaluate the installation at this CREEK TECHNICAL SERVICES, LLC Tampa, FL 33647 (813) 480-3421 Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC Issued April 13, 2021 14429 SW 2"' Place, Suite G30 Newberry, FL 32669 (352) 498-7852 A\tDk,qul Manufacturing Locations: Alachua, FL Sebring, FL Montgomery, AL Quality Assurance: Keystone Certifications, Inc. (QUA1 824) mmm Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7 th Edition (2020) High -Velocity Hurricane Zones (HVHZ) Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.524, 1523.6.524.1 Properties: Wind Resistance go—tity die Ro rt No. Standard Year Architectural Testing, Inc. (TST1527) B9000.01-450-18 TAS 125 2003 Farabaugh Engineering & Testing, Inc, (TST1654) T126-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T1 28-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T129-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T130-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T132-07 TAS 100 1995 Farabaugh Engineering &Testing, Inc. (TST1654) T215-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T270-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T271-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T272-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T273-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc, (TST1654) T356-10 TAS 100 1995 Force Engineering & Testing (TST5328) 72-0313T-06A-C TAS 125 2003 Force Engineering & Testing (TST5328) 72-0198T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07D-F TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07G-1 TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07J-L TAS 125 2003 Force Engineering & Testing (TST5328) 117-0065T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0238T-09D FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-09E FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-1 I A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-1 1B FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-1 IC FM 4471 1992 PRI Construction Materials Technologies (TST5878) HTL-018-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 1272T0002 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0003 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0006 ASTM G 155 2013 TAS 110 2000 GCS20002Ab FL33818-R1 Pagel of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TOLT-T-UTITIPPU Metal Roofing (HVHZ) is tt GCS20002.1b FL33818-RI Rage 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) TECHNICAL SERVICES, LLC GuIfPBR Profile: 1 1/4 in, ribs at 12 in. o.c.; 36 in. coverage Description: ...................................... Non-structural, through fastened roof panel .......... ............. - .......................... ............................................ ................................................... ............................. ............................................................................. Material: Min. 26 ga. ASTIM A792 AZ50 coated with Florupon@ or ASTM A653 G90; Fy = min. 80 ksi; Shall conform with FBC Section 1507A.3 ........... .............. .................... .......... ........... ............ ...................... .......................................... ...................................... ......................... 110- GulfRib Profile: 3/4 in, ribs at 9 in. o.c.; 36 in, coverage .......... Description: ................. ................................. .............................. - .......... .................... Non -structural, through fastened roof panel .......... 11--l-L- .......... 11 ............ .......... ............ ................. . . ..... .................... ....................... - Material: Min, 29 ga ASTM A792 AZ50 coated with Florupon@ or ASTM A653 G90; Fv min. 80 ksi; Shall conform with FBC Section 1507,4.3 .......... .......... .................tr GCS20002Ab FL33818-R1 Paa- This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TF-CHNICAL SERVICES, LLC affm�'� 1 . Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing, FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Roof slope shall be 2:12 or greater. 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7 th Edition (2020) High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer, 4111118. No 74021 STATE 0 F 4J 0 R N 2021.04.13 15-3 -04'00' Zachary R. Priest, P.E. Florida Registration No, 74021 Organization No. ANE9641 '1111#11 'it CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 1) APPENDIX A — Installation (3 pages) 2) APPENDIX B —Approved Roof Systems (4 pag 3) APPENDIX C —Design Wind Loads (3 pages) I GCS20002.1b FL33818-R1 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GULF COAST SUPPLY & MANUFACTURING, LLC CREEKMetal Roofing (HVHZ) TF-CHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system. Unless otherwise specified in this report the fallowing installation details shall be met for the named products: 2omponent Product Installation Detail #9-15 HWH wood screw with sealing washer 79-15 HWH WoodZAC screw Shall penetrate through the sheathing aminimum 3/8 in. Shall be corrosion #10-12 Pancake Type A resistant in accordance with FSC section 1507:4.4. Fasteners screw #12-11 Pancake Type A screw 1/4-14 HWH ZAC Impax Installed at panel side lap; Shall be corrosion resistant in accordance with FBC Lap screw section 1507.4.4. 24 ga. in -seam clip GulfLok Clip Clips 0.78 � Tt �o NC-33003-3 Sliding Clip IC a� Sealants TiteSond Weathermaster Shall be applied in 1/4% 5/16" continuous beads on the male rib along tLseam] Metal Roof Sealant GCS20002.1b FL33818-Rl Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or gather product attributes that are not specifically addressed herein. GULF COAST SUPPLY 8, MANUFACTURING, LLC CREEK Metal Roofing (HVHZ) TECHNICAL SERVICES, LLC APPENDIX A Fastenl!19 Details. Nomenclature Attachment . 1611 COVERAGE------� GuIfLok Type 1 ...... .. .. #10-12 X V TYPE A PANCAKE------/ GulfLok"' CLIP 24 GX-- Guftok Type 2 (1) # 10-12 X 1" TYPE A PANCAKE Max. 18" VersaLoe Type I ]tC SSUDING CUP (2) 12-11 x I" Panhead per Clip (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 5V Type I -------------- At Panel L At Panel Lap ----7 # 1 /4-14 x 718" Lap Screw @ 24" O.C. Max 12" GulfPBR Type I 1 x 1-1/20 GCS20002.1b FL33818-R1 Pao - This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GULF COAST SUPPLY MANUFACTURING, LLG CREEKMetal Roofing (FIVE! ) TECHNICAL SERVICES, LLC APPENDIX A Fastenina [details Nomenclature Attachment t /4-14 x 70 Lap Screw @ 24" O.C. Max, .. PE _............... Ire ......».w ..... 's aF €! __.._.e_.... 79 41 »..w...w»:..-. i#.�.._w,.._..�. 11 GutfPSR Type 2 (1) 9-1 x 1-1/2" 90 At Panel Lap- GutfRlb Type ? / Z(1) #9.1 x 1-1l21wl ealermasher F'654 72,61 T-6 '5"—`1- 2 ' 51' T-6 51"'-T 2 '511 1-615"- Z51111 GutfRib Type 2 s �(1) 9.1 x 1.112" wiSeater Masher GCS20002.1b FL33818-RI Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20m3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. The following notes shall be• fbelow. sections1 . Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1523.4. 2. Refer to UmffAnoNs and •• 1 Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The • -r (o.c.) spacing given is the maximum allowable attachment spacing for the rated Section5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226, Type 11 installed as described in FBC per 1517.5. 6Steel Deck shall be designed by others in accordance. -f •- Deck jype conforming .. r be -t on less than two continuous spans,f At minimum, the deck shall be self -drilling screws at the t • • f the •• At deck side laps• sheathing7Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19132-inch thick APA Span -Rated plywood sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood or wood plank thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails spaced f over t - -Existing) VersaLoc over tt Deck (new or Existing) 5V_vV# 5V Crimp over tt !Existing) GulfPBR over t or t GulfRib over •Existing) GCS20002.1 b FL33818-RI Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREED Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No Deck I Fire Barrier Undedayment Roof Panel Panel Attachment MDP (psf) VL-W-1 Min. 15/32 OPTIONAL Approved fire barrier As required per FBC Min. 24 ga, Versal-oc VersaLoc Type I attachment -59.75 B-C plywood or insulation Max. 16-inch coverage with clips spaced 24 in. o.c. VL-W-2 Min. 15/32 OPTIONAL Approved fire barrier As required per FBC Min. 24 ga, Versal-oc VersaLoc Type I attachment -123.5 B-C plywood or insulation Max. 16-inch coverage with clips spaced 6 in, o.c. System Deck Fire Barried Undedayment Roof Panel Panel Attachment DP No. Insulation (Psf) 5V-W1 Min. 15/32 OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. 5V Crimp 5V Crimp Type I attachment with #9-15 HWH wood -108.5 B-C plywood or insulation 24-inch coverage screws with seating washers spaced 12 in. o.c, 5V-W2 Min, 15132 OPTIONAL Approved fire barrier As required per FBC Min, 26 ga. 5V Crimp 5V Crimp Type I attachment with #9-15 HWH wood -156.5 B-C plywood or insulation 24-inch coverage screws with sealing washers spaced 6 in. o.c. GCS20002.1b FL33818-Ri Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKMetal GULF COAST SUPPLY & MANUFACTURING, LLC Roofing (HVHZ) TEcHNICAL SS:RvjcFs, LLC APPENDIX B Approved Systems for GulfPBR over Wood Deck (New or Existing) System Beck Fire Barrier/ iSnderlayrnent hoof Panel Pane! Attachment MDP No, Insulation (Psf) Min, 1x4 No. 2 SYP wood GulfPBR Type 9 attachment with #9-15 HWH WoodZAC PBR-W-2 purlins spaced 24 in. o.c. OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfPBR screws spaced 24 in. o,c. into wood purlins -100.5 over or insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8 ZAC Impax Lap screws Min. 15132 spaced 24 in. o.c. B-C plywood Mint. 1x4 No. 2 SYP wood GUffPBR Type 2 attachment with #9-15 15 HWH PBR-W-3 purlins spaced 12 in. o.c, OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfPBR WoodZAC screws spaced 12 in. o,c, into wood purlins -151.75 over or insulation 36-inch coverage Laps fastened with 114-14 x 7(8° HWH ZAC Impax Lap Min. 15132 screws spaced 24 in. o,c, B-C plywood OPTIONAL GulfPBR Type 2 attachment with #9-15 HWH WoodZAC PBR-W-4 Min. 15l32 B-C plywood Approved fire barrier As required per FBC Min, 26 ga. GulfPBR 36-inch coverage screws spaced 12 in. o.c. Laps fastened with 114-14 x 7l8" HWH ZAC Impax Lap 154.75 or insulation screws spaced 24 in. o.c. Approved Systems for GulfRib over Wood neck (Flew'or Existing) System No. Deck Fire Barrier/ Insulation(Psf) iinderlayent Roof Panel Panel Attachment e1 DP RIB-W-1 Min. 95132 OPTIONAL Approved fire barrier As required per FBC Min. 29 ga. GulfRib GulfRib Type 9 attachment with #with #9-15 HWH -71.75 B-C plywood or insulation 36-inch coverage WoodZAC screws spaced 24 in. o.c Min. 1x4 No. 2 SYP woad RIB-W-2 purlins spaced 24 in. o.c. OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfRib GuifRib Type 7 attachment with #9-15 HWH WoodZAC -105,75 over or insulation 36-inch coverage screws spaced 24 in, o.c, into wood purlins Min. 15/32 B-C plywood GCS20002.1b FL33818-R1 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GULF COAST SUPPLY & MANUFACTURING, LLC CREEKMetal Roofing (HVHZ) " iNJCAL SF-RVICES, LLC APPENDIX Approved Systems for GUIfRIb over Wood i3er Existing) System Deck Nis. Fire Bamerl 19nderlayr�ent Insulation Roof Panel MDP Panel Attachment {psf Min. 15132 RIB-W-3 OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfRib GulfRib Type2 attachment with #9-15 HWH WoodZAC -159.25 B-C plywood or insulation 36-inch coverage screws spaced 12 in. o.c. MBn. 1x4No. 2 SYP wood purlins spaced RIB-W-4 12 in. o.c, OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfRib GulfRib Type 1 attachment with #9-15 HWH WoodZAC -164,25 over or insulation 36 inch coverage screws spaced 12 in, o.c.'into wood purdins Min. 15l32 B-C plywood This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Metal Roofing (HVHZ) The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-16 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1620 of the FBC. 2. Exposure C and D shall be as defined in section 1620 of the FBC. 1 Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12 4. All calculations are based on an effective wind area of 1 O_ft2 or less. 5, Topographic factors such as escarpments or hills have been excluded from the analysis 6. Overhangs have been excluded from the analysis. 7. Wind directionality factor, Ka = 0.85 & Design wind loads are calculated using Pass = 0.6PAt, 9. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r 10, Zone 3 is inclusive of Zone 3e and Zone 3r 11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 12. Zones 1, 2, and 3 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or aft Gable Hip \ X X F- 2 GCS20002.1b FL33818-RI Page I of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKMetal GULF COAST SUPPLY & MANUFACTURING, LLC Roofing (HVHZ) TECHNICAL SERVICES, LLC APPENDIXC Gable/Hip Roofs in Exposure C in MlamWada &'Broward County R slopes bnd 12:12 Nask: Wincl Speed mph Building Type Zone Mean Roof Risk Cat i Risk Cat 1 Risk Cat 11 Risk Cat It Ritsk Cat IIIJV Risk Cat J1lJ i Height () 156 166 170 175 180 l86 20 -62.3 -69.7 -74.0 _78.5 -83.0 -88.6 25 -65.1 -72.8 -77.3 -81,9 -86.7 -92.6 30 -67.9 -75.9 -80.6 -85.4 -90.4 -96.5 1 40 -72.0 -80.6 -85.6 -90.7 -95.9 -102.4 50 -75.5 -84.5 -89.7 -95.0 -100.5 -107.3 60 -78.3 -87.6 -93.0 -98.5 -104,2 -111.3 20 -90.9 -101.7 -108.0 -114.4 -121.1 -129.3 25 -95.0 -106.3 -112.8 -119.5 -126.5 -135.0 Enclosed/ 30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8 Partially Open 2 40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4 50 -110.1 -1232 -130.8 -138.6 -146.6 -156.6 60 -114.2 -127.7 -135.6 -143.7 -152.0 -162,3 20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7 25 -112.9 -126.3 -134.1 -142.1 -150.3 -160.5 30 -117.7 -131.7 -139.8 -148.1 -156.7 -167.3 3 40 -124.9 -139.7 -1483 -157.2 -166.3 -177.6 50 -130.9 -146.5 -155.5 -164:7 -174.3 -186.1 60 -135.7 -151.8 -161.2 -170�8 -180:7 -192.9 20 -72.9 -81.6 -86.6 -91.8 -97.1 -103.7 25 -76.2 -85;2 -90.4 -95.8 -101A -108.3 30 -79A -88 8 -94.3 -99.9 -105:7 -112.9 1 40 -843 -94 3 -100A -106.0 -112.2 -119.8 50 -88.3 -98.8 -104.9 -111.1 -117.6 -125.5 60 -91,6 -102.4 -108.7 -115:2 -121.9 -130.2 20 -101.5 -113.6 -120:6 -127.8 -135.2 -144:3 25 -106.0 -118.6 -125.9 -133A -1412 -150.7 Partially 30 -110.5 -123.7 -131.3 ' -139.1 -147.2 -157.1 Enclosed 2 40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8 50 -123.0 -137.5" -146.0 -154.7 -163.7 -174.8 60 -127.5 -142.6 -151.4 -160.4 -169:7 -181.2 20 -1187 -132.8 -140.9 -149.3 -158.0 -168.7 25 -124.0 -138.7 -147.2 -156.0 -165.0 -176.2 30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7 3 40 -137.1 -153A -162.9 -172.6 -182.6 -195.0 50 -143.7 -160.8 -170.7 -1W9 -191.4 -204.3 60 -149.0 -166.7 -177.0 -187.5 -198A -211.8 GCS20002.1 b FL33818-RI Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not, express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GCS20002,1 b FL33818-RI Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed heroin. City ofZephyrhiUs 5335Bm5t ZephyrhiUsFL]3542 (813)780-0020 ROOFING INSPECTION AFFIDAVIT |, 0 uc_V A i \ licensed under Chapter 468,Florida Statutes as a(n): [ontnacturVEn8ineerArchitect Building Inspector ___ L(� License No. ^� ��<� Onora personally inspect the:^~~ Check Roof Deck Nailing `~^- Dryin k~"� Flashing and Drip edge Check which was used: 30# felt — (15-eel anic rSti=ckV!. Other (List) Based upon that examination, | have determined the installation was done according tothe Hurricane Mitigation Retrofit Manual (Based on Section 553.844, Florida Statutes). subscribed Notary Public Stat6 of Florida 2441 AN GEE L At-, DXVIS ters