The URL can be used to link to this page

RF-18-1979Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe mit Parcel Number Issue Date: 8/2312t18 Permit NO. RF-7-18-1979. Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 02/19/2019 Applicant 96 NW 92 Street Miami Shores, FL 33150- 1131010160070 Block: Lot: SAMUEL & SABRINA BRANDT Owner Information Address Phone CeII SAMUEL & SABRINA BRANDT 96 NW 92 Street MIAMI SHORES FL 33150- (305)305-2213 96 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) CANOPY ROOFING INC Phone (786)715-9110 CeII Phone Valuation: Total Sq Feet: $ 34,550.00 3200 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO METAL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $21.00 $4.88 $3.25 $7.00 $325.00 $9.00 $28.00 $898.13 Pay Date Invoice # 07/24/2018 08/23/2018 Bond #: 3872 Pay Type RF-7-18-68318 Check #: 1532 Check #: 1542 Amt Paid Amt Due $ 50.00 $ 848.13 $ 848.13 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Roof Review Planning Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a)d zoning. Futhermore I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent August 23, 2018 Date Building Department Copy August 23, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel. 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001542-2018 Permit Number: RF-7-18-1979 Scheduled Inspection Date: November 09, 2018 Inspector: Naranjo, Ismael Owner: SAMUEL & SABRINA BRANDT Address: 96 NW 92 ST Project: Miami Shores , FL 33150 Contractor: CANOPY ROOFING INC FEDERICO MARTIN AMBROSINI Permit Type: Roof Inspection Type: Building Final Work Classification: Metal Phone Number: 3053052213 Parcel Number: 1131010160070 Phone Number: 7867159110 Building Department Comments RE -ROOF TILE TO METAL Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments November 08, 2018 For Inspections please call: 305-762-4949 Page 14 of 19 Ve\\(\\ \16\0vArt;s)\% 0!,\* BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC lt4OFING ❑ REVISION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: q (c NW { 2 gr City: Miami Shores Folio/Parcel#: I I-3 Iol —o I(n -0o-30 Occupancy Type: Load: County: Miami Dade RECEWED JUL 24208 BY: FBC 20 1-4--C° EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 33) So Is the Building Historically Designated: Yes Construction Type:eFlood Zone: OWNER: Name (Fee Simple/lTiteholde��r))::-- S ue l {J ra..i Phone#: Address: "(V) NU co,. sr City: M10...Mt (SIADIEQS State: FIOridq Tenant/Lessee Name: I1 Email: NO •"***- BFE: FFE: Phone#: c)g - - 22/3 Zip: 33 1 SO CONTRACTOR: Company Name: C-A t i spy (2 Cc O i NI 3 I1JL Address: I,(2)S '7 SW (Q o -re t2. City: \4 letNAI State: FL Qualifier Name. PPCIer)€ 12, 7 11C)er)S (Yjt Phone#: 7e)(p 3IS q I I O Zip: 33193 Phone#: 'a)(( 3) S 411 0 State Certification or Registration #: COO 133 1)3 8 Certificate of Competency #: DESIGNER: Architect/Engineer: / A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ' (-1 SS-0. n° Square/Linear Footage of Work: 320 CD S F Type of Work: ❑ Addition ❑ Alteration ❑ New XRepair/Replace ❑ Demolition Description of Work: Re - p.-OOF T I Le_ T c M-e+a L Specify color of color thru tile: Submittal Fee $ CA Permit Fee $ ZS CCF $ Scanning Fee $ Radon Fee $ 3 • 2. S DBPR $ 13oN € (,fit} lrtc 21 •2 o co/cc $ 4 , SS Notary $ p Technology Fee $ o . oo Training/Education Fee $ ? r. Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3 4 8 . 13 848,1� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this r/ The foregoing instrument was acknowledged before me this day of C ,20 i1� , by day of , 20 Ig , by Annuel /3r, who is personally known to Q,1'L �YYI �ro /'lrt who is personally known to . A me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****** : iC vene,c.e 1'` rY A MY VENEICE CAMMOCK COMMISSION # GG 090702 ,ft! EXPIRES: Apri115, 2021 RI, h ''� Bonded Thru Notary Public Underwriters rowv!` *** *4*fir ****»*****a APPROVED BY as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************* Plans Examiner U -#i ce Capig mr, VENEICE CAMMOCK MY COMMISSION # GG 090702 EXPIRES: April 15, 2021 ' o Bo TAru Notary Public Underwriters ******************************* 8I l32D18 Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: Owner 11-3101-016-0070 196 NW 92 ST Miami Shores, FL 33150-2227 SAMUEL BRANDT SABRINA BRANDT Mailing Address 96 NW 92 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY -1701-1900 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/1 Floors 1 Living Units 1 Actual Area 2,257 Sq.Ft Living Area 1,652 Sq.Ft Adjusted Area 1,955 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1958 Assessment Information Year 2018 2017 2016 Land Value $196,645 $196,645 $196,645 Building Value $166,175 $158,920 $160,080 XF Value $36,160 $901 $901 Market Value $398,980 $356,466 $357,626 Assessed Value $395,540 $356,466 $357,626 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $3,440 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES MANOR PB 45-13 N85FT LOT 7 & WSFT OF N85FT OF LOT 11 LOT SIZE IRREGULAR OR 11919-527 0983 1 Generated On : 7/22/2018 Taxable Value Information County Exemption Value 2018 Taxable Value 2017 2016 $50,000 $50,000 $0 $345,540 $306,466 $357,626 School Board Exemption Value $25,000 Taxable Value $370,540 Exemption Value $50,000 Taxable Value $345,540 $25,000 $0 Regional Exemption Value $50,000 Taxable Value $345,540 $331,466 $357,626 $50,000 $0 $306,466 $357,626 $50,000 $0 $306,466 $357,626 Sales Information Previous Sale OR Book - Page Pa a Qualification Description 01/29/2018 $630,000 30846-3556 Qual by exam of deed 04/013/2015 $441,000 29582-0003 Qual by exam of deed 11/08/2012 $235,000 28358-0548 Trustees in bankruptcy, executors or guardians 09/01/1983 $85,000 11919-0527 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/22/2018 Re: Owner's Name: IVIiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 �a v�uuQ/ Brandt Property Address: flP N kJ 12. S T Date: / / Roofing Permit Number: Dear Building Official: . - certify that i am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. .The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of j 20 tt ha'44.• VENEICE CAMMOCK Notary Public, Sate of Florida at Large C t__,K._____ MY COMMISSION # GG 090702 EXPIRES: April 15, 2021 •,.6F fiz°•`s Bonded Thru Notary Public Underwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, anne wrUHIg was nat coastrucred wim r Liu -nor an 994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 r BY Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (Genirai information) Master Permit No. Process No. contractor's Nance CANOPY ROOFING INC Job Address 96 NW 92 ST MIAMI SHORES. FLORIDA 331,50• ,.,, CI Low Slope CI Asphalec Shingles CI New Roof ROOF CATEGORY CI Mschankudly Fastened Tile ® MetaiPansUShingles 0 Prescripthns BUR-RAS ROOF TYPE MI Re -Roofing CI Recovering • • • .. .. . ... . .. .. D Mort8WAShbshre Se l lis Cl woottbiV4s ke 15° GaslifehiStaclidr • • Iferr: Noal • Type: Nkturat0 LPaXt CI Repair LI MakteiMinBe . ROOF SYSTEM INFORMATION Low Sharpe Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF) N/A 3200SF 3200SF Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and "sections, roof drains, scuppers, overflow scuppers and overflow; drains. Include dimensions of sections and levels, .. dearly identify dimensions of elevated pressure zones and location of parapets. 11111111111111 . NIMEMEI■llllli III I I'uhIn1 -i--i-1--11- O��111 R!iiiiiiil■.■■■■iiiiill i 11111 H l r •w .ui INN d■ �,9/ ®r1 ii 1 r�0'■17ENECq/■■/■■/NI■ ■EEI■ E■ .......NNE■N■NNNNIH I IMr .. .... . ®/:..'1 Nr1 ■1 1 ■Ii ■r,/N■ ■/N N■/■■■/■■■■/■ CENr •///■/■/■`■/�//NICa1111111111111111i�!�0111/1111111111111111111�III5IIIII iIII ■NpNIINCEEIIiN/■E■NECN!C!1/1�� .»:-.� vt� nwommM ■■ ■■■EE■N■/■■■ M■ E■■E N■■■■ ■E E■■NiN/■■M■EMNN -_-b;:►ri.W IN o//■■ ■/■■ ■Nn//NINE■/ r■■/■/NNNUNN■u//■/■/rC///IEEE/■ ■CC/iCC■ JiosNI/E�iiCNN■m I■ICIi MENMIENIICIE/IIwow■■■ I■/■I//■■M■ ■ I I�e � l 11�11�,��::/■qC:/:'CCC::rid Iihr CiC`■ id111111!!!!CCCiNI%IEiiiip/M�IIIM■CM1 r11wimpIN■N■■■IE■ NNIN• I■NI ■NIIEEN/ENNIM p■/■NpEI■ E■■/■wI/Np■Iwwm ■NN■„��/EC iu...i mimic NCSCN/CmCMCCrmCmi aCCiCCCC��`1111:ie::lrNC:C1ErCCMINNiIIIiiII111:Ct�r:EMCSC:pC: INN ea//ri:!:wwwwwwE.NNC■ nww wwN■E■■/■CNNIIiwwwwwwC/■/NIE■wwww II■ NC moms = _�I�IIN IC=NNNCYCCCNNNC NNiNNIE■NNNN/ ONNN111111UNNiNCENNNNECC■ENiNMCCNCE■C■ it CC 11111111111111 ■NIN ■ICNNICINi■ E■N INE mows NE NIN�o■NN �i ��11�11111■/CN ■N/■ NN IC■E■ ■ �■s■ IN■C■IiINCMN■ imp 11111 NNN/�11111 1111iiINNNCIECII■ I C■ RE■■ IIENM■■ ■NNNN mows. NNEN■ ■r■■NNI/N■ NNNNN■/E■NN1 1111 1i11i1111 �NEENNNNN�iNENCNENE�NNNNNIr1i111111,1111NNNNNNENN■■CENNENNNC-:�ir�%11lz Nltlr..i7E�ir INN■ ■NN■EN■E NNNN NNEN■NNNNNNN■ ■ENN NNNN■NN■N■ NNINNNar.:arlh..4NNNN/�r■IIIN s ICiwlimewwwwww wwwwm NMNNN■I ICMECCmoww wwwwwwwmpwwCCMr: IrsMMrIiCNIMCNINEIy.ri.11 I.... �rtintao�1 1i11�1111111 1N/I ■NEENRiNN■r. t w :armoOMMINNIMworn m. INg■IYU i�4; lawalaCzd"Nawf;im la N■IN/// I N■iiI/NNNC wwwwwNGNI/■women nrii�ii/1notor:3��7�'AlIC pr ow HiBlr, s'~1rr141■NrawwI`lw.mwCIINN/■NIEC ■NNIi/Nwwwww INEINN■NN rr■asNg 1■■•anC■rqr�riu/NnMC/C■NMI:iCIM■MCNC11�lr'11=111111111��11111111��111' 111,4 pY■mgwnwiwt'Iww gwwwwimp1wwwwpwwwwpowswpwN/I woump r .ri1M. I.lEI■I:i�'1 �MIN�-IBY 10.0 i N■/ I ■rimmi ■N I N/NI NEE/ wwww ■wwwww Ipww �■wr-rrrimwww Nroll .. _ _ ►'II��.� III q� i7I/ M ■INNM■ENN/■NINE■■/■IENMi.w■NNNE■I■■■ IN 0 r s� om ■mmil i:'INNI ei w IL..CC 6.mma wwwwwpwwwww/N■MINI■NrNEN/■■NE■■I/�1/Cr_1,tosm iw E/HiwEI■■ :�OrrN ■I ■i !mop, ■ ■NE ■ ■N■ ■N/I Nr 'gmi,n.t id..m■r■/,lump/NMu■IAN(t1�'N INIMP WP L aillinn Ili' CNiCNwwwwCCCCNNNNCi/■1_NANJ6w. p.dawwwaraNi ...i.._.-__ Lint\ igiii . iI:.mamIHI1rr1 ■ I N■■NE ■■/iN I■ . � urwr. ■mt ■.�ws-AE®wrwwIllAm n 1■611 0.Ui i .rI1in , EN i MMINE /MEIN MN MNrIN/C CON© NON■■ENNlta/I■IIIN■I/IriNLi !:. rare/; R•Ehi PE 1 ■UNNNONmoNNIIMNAmin 2 c JU • • • • • • SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS SkyMeasure."' Roof 96 NW 92nd St, Miami Shores, FL 33150 LINEL`ENGTH`-SUMMARY(inrfeetj Ridges 50 Hips 212 Valleys 90 Rakes 0 Eaves 271 ••- Order I.D.: 345814 Length Measurements Diagram Measurements rounded to the nearest foot Rakes + Eaves • • • • •• 271 ••• • - • apron (lathing: •• • • • •• •• • • • •• • Step Flashing 5 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: METAL MASTER SHOP, INC Notice of Acceptance Number: 14-0123.06 •••• • • • • , • Minimum Design Wind Pressures, if Applicable (From RAS 122 br•Calculations): •••• •• • P1: -39.1 _P2: - 8�i 1 P3: -lflf 7 '••••• : '••' • Maximum: Design. Pressure ' • • • (From the NOA Specific Systemk, -138.75 • • •••• • • • • • • • Method of die attachment: #10X1" PANCAKE SCREW CAR$ SEAL• • • _ Steen Sloped Roof System Description, Dock Typo: • •• • • •••• • • •••• •• • 5/8" PLYWOOD Underfayment: Roof Slope: nsulation: 3 :12 Ridge Ventliatlon? N/A ASTM 226 TYPE II #30 1 PLY N/A ire riser: N/A astener'Type & Spacing: dhesivo Type Mean Roof Height: 12' N/A Cap heat: 1.25" R.S. NAILS AND TIN CAPS 12"rO.C. FIELDS 6" O.C. @ LAPS N/A oof Cowering: PAC•150 24 OA. X 12" THRU 20" WIDE STEEL STEEL PANEL OVER WOOD DECK Type & Size Drip go: 3X3 24 GAUGE GALV. • ,v SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROWING CONSIDERATIONS • . •••• • • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to • • • • • • • •• •• the required roofing permit, and to explain to the owner the content of the section. The' the owner R4402 govern the minimum requirements and standards of the industry for roofing system installetivn ,AdditicSe1 1ry the following items should be addressed as part of the agreement between the owner ant the tertttactor. Tt% oVFAe s . . initial in the designated space indicates that the item has been explained. • •• •• •••• • 2. . •• . ' Renailing wood decks: When replacing roofing, the existing wools roof deck m4''eto be renailed in accordance with the current provisions of Section R4403. (The ro5f decks usua I1Y • • concealed prior to removing the existing roof system).• •• •• • 4. J2' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. S3 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7//1/4) Owner/Agent's Suture Date 7,4 1/41/ //MP 4 /VA• .—ea Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Metal Master Shop, Inc. 7484 NW 8 ST Miami, FL 33126 SCOPE: • . • • • .• • .••• • • ..•. This NOA is being issued under the applicable rules and regulations governing the use of cot?Stttrtion materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pradddt'Control Seetion to by • used in Miami Dade County and other areas where allowed by the Authority Having JurisdictitliSAHJ). •. • • . . • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County MOM Contrea S tion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th:e ri ft to hard tits produet or material tested for quality assurance purposes. If this product or material fails to perform ip tiee�accepted manner, the ' . manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nlodifys, or suspendtke use of such product or material within their jurisdiction. RER reserves the right to revoke this adcpptatrce, if it jg determined by Miami -Dade County Product Control Section that this product or material fails to meet thezespjfements 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. DESCRIPTION: PAC-150 24 ga. i 12" thra 20" Wide Steel Panel over Plywood 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If anyportion 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. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao, RA. APPROVED (rui-g. . NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 1 of 5 ROOFING SYSTEM APPROVAL: Category: Sub -Category: Material: Deck Tyne: Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood -136.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: .... Test pct Product Dimensions Snecifications Dption •.; PAC-150 1.5" Steel Length: various TAS 110 Corrosion resistaht,4ralvalume, preformed.' Panel Height: 1-1/2" standing seam. Cdttl. prefi4i bed panels' Width: 12" - 20" (coverage) CM Thickness 24 ga Min. Yield Strength: 55 ksi. • PAC-150 Clip Length: 2" TAS 110 Corrosion resistant, i4 gaugeisteel•clip or 24. • : • Height: 1.625" ga. stainless steel clip' . Width: 0.875" " •"•'• Thickness 24 ga •. ' . . • . EVIDENCE SUBMITTED: Test Agency Test Identlfler Valspar Lab Form Valspar Fenestration Testing Architectural Testing Lab Form 13-852 C8009.01-450-18 . • .. .. . • .. . .•.. Test Name/Renort Date ASTM B 117 ASTM G 23 TAS 100 TAS 125 06/11/13 06/17/13 . . NOA No.: 14-0123.06 Expiration Date: 0220/19 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMBLIES: System: PAC-150 24 ga. x 12" thru 20" Wide Steel Panels over Plywood Deck Type: Wood, Non -insulated Deck Description: New Construction19/32" or greater plywood or wood plank, or for re-roofing's/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below • • • • • • • ♦••••• Pressure: • . . •• • • • • • Deck Attachment: In accordance with applicable Building Code, but in no case shall itbegess than 8Unnulau ring shank nails spaced 6" o.c. In reroofing, where the deck is lesstluar19/32" thick • (Minimum' /32") The above attachment method must be in addiiidiii existingtattimentr Underlayment: • • • • • •• • • • • Minimum underlayment shall be an ASTM D 226 Type II installsd+adtk a minimvan.4" • • side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistani tin -caps • and 12 gauge 1 ''A" annular ring -shank nails, spaced 6" o.c. at all fappagd two staggered • • rows 12" o.c. in the field of the roll or any approved underlaymedt having a cQ gCjssOA. • • •• • Fire Barrier: Any approved fire barrier having a current NOA. Refer to a curtest firi directs + listing for • fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in PAC Contractors Association's Installation Manual. Metal Panels and Install the "PAC-150 1.5 Steel Panel" including flashing penetrations, valleys, end laps and Accessories: accessories in compliance "PAC Contractors Association's" current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured along the male rib with approved clips and two corrosion resistant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16 ". The panel clips were placed at a spacing listed in Table A below. The female rib of panel is installed over the male rib of panel. Panels are seamed as listed below in Table A. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -69.25 psf -114.25 psf -136.75 psf Maximum Clip Sparing 24" o.c. 6" o.c. 12" o.c. Panel Seam 90° degrees 90° degrees 180° degrees 1. Extrapolation shall not be allowed NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 3 of 5 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as descibed in Roofing Application Standard RAS 133. • • .•.• 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, cittpstate, and'tite„fgllowing • • statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade ¶dlf hty Product Contra? " • " • Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or.logo, and/3n•... • model. • • • • • ..•.• •• •• . . •••• • • . ..•.. .... MIAMI DADE COUNTY' APPROVED . . • • . • • 5. All products listed herein shall have a quality assurance audit in accordance with the Florida' Buildin§ Code and • • Rule 61G20-3 of the Florida Administrative Code. . • • .•• • 6. Panels may be shop or jobsite roll formed with machine model # 100801 or 109212207 from PAC Contractors Association. NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 . CLIP PANEL 000EOREE SEAM PANEL PROFILE DRAWINGS ///////////////////1'///////////////////////////��i PANEL CLIP . •... • • • •••• • .• •• • • ••• • •. • •••• •• • • • • ••.• • •• •• • • •••• • • • • • • • • •• •• • 1110 / MORNSSEAN i/ PANEL •••• • •••• • • • .. • •• ••• • : • • • •• • • • PREP PREPS ROOF ROOF FASTENER END OF THIS ACCEPTANCE MANMADE COUNTY FASTENER NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 • TGFU.R14293 - Roofing Systems Page 1 of 2 ONLINE CERTIFICATIONS DIRECTORY m TGFU.R14293 Roofing Systems Roofing Systems $ee General Information for Rooflna Systems PETERSEN ALUMINUM CORP 1005 TONNE RD ELK GROVE VILLAGE, IL 60007-4817 USA R14293 Coated Steel and aluminum panel identified as "Snap-On Standing Seam", "High Snap-On Standing Seam", "Snap-On Batten", "Integral Batten", "Redl-Roof Batten", "Redi-Roof Standing Seam", "Snap -Clad", "Integral Standing Seam', "rite-Loc", "Tite-Loc Plus", "Edge-Loc", "5-V-Gimp" and 'PAC-150°. One or more layers of GAF "VersaShield Underlayment", mechanically fastened or loose laid, may be used In lieu of the barrier board In all combustible Classifications, Installed directly underneath the metal panels. 1. Dada NC OTHER SYSTEMS Class A Incline: No Limitations Impact: Class 4 • • • . . •• • • • • • • • •• • • • • • Barrier Board: — 1/4 In. min G-P Gypsum DensDeck®. or 1/4 In. min United States Gypsum Co. SECUROCX Sss-Mat Roof tigirci (Type SGMRX), National Gypsum "DEXceil Glass Mat Roof Board" or "DEXceII FV Glass Mat Roof Board". Pty Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or Ut ffassTfted prepared tooting accessory or GCP Applied Technologies Inc. "Ice and Water Shield". • • • • • • • • • Surfadng: — Steel or aluminum roofing panels, mechanically fastened. . •• ••. • • • • 2. Deck NC Incline: No Limitations Barrier Board: — 5/8 In. min plywood. Ply Sheet (Optional): — Any UL Classified Type GI, G2 or accessory or GCP Applied Technologies Inc. "Ice and Water Surfadng: — Steel roofing panels, mechanically fastened. 3. Dedc NC Incline: No Limitations Impact: Class 4 • • •• •• ••.• • • • • • G3 base/ply sheet, Type 15, 20 or 30 felt or t.L Classl*ed prepared roofing Shield'. • • • • Impact: Class 4 • • • •• • •• • • • • •• • Ranier Board: — 7/16 OBS or 5/8 in. plywood over polyisocyanurate insulation board or polylsocyanurate composite board, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4.Dada NC Incline: No Limitations Impact: Class 4 Insulation: — Polylsocyanurate, glass fiber, perlite or wood fiber, any thickness. Ply Sheet (Optional): — Any UL Classified Type Gi, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 5. Deck: NC Incline: No Limitations Impact: Class 4 Surfacing: — Steel roofing panels mechanically attached to metal purlins. 6. Dedc C-15/32 Iodine: No Limitations Impact: Class 4 Barrier Board: — 1/4 In. min G-P Gypsum DensDedc® or 1/4 In. min United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXcell Glass Mat Roof Board" or "DEXceII FV Glass Mat Roof Board", with all joints staggered a min of 6 In. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type GI, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. Last Undated on 2016-06-22 Questions? print this oaae IPrmInn CP paae Too ® 2017 UL LLC � • • • • • • •• • • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 11/28/2017 BREAD PAN FOLD ALTERNATE HIP/RIDGE DETAIL RIDGE or HIP CAP RIVET@ 24" O.C. PANCAKE SCREW PER PROJECT REQUIREMENTS • •••• • • ••.• ••• • • • •• • •••• •• • • • • • . •••• • •• •••• • • • •• • UNDERLAYMENT MATCH RCOf _ NOTE: this detail Is not for use with Weather Tight Warranty installations. •• • • • • • • • • • • • • • • • • • c�� ROOF PANEL. STYLE MAY VARY. VENT PIPE (BY OTHERS) SHOULD BE CENTERED IN THE FLAT OF THE ROOF PANEL SEAL AT TOP PER PIPE BOOT MANUFACTURERS RECOMMENDATION AND INSTALLATION GUIDELINES EPDM PIPE BOOT SET IN CONTINUOUS BEAD OF SEALANT AND FASTENED TO METAL ROOF PANELS 'DO NOT FASTEN TO SUBSTRATE* SELF -DRILLING EPDM WASHER HEAD SCREWS. SPACING PER MANUFACTURERS RECOMMENDATION AND INSTALLATION GUIDEUNES INSULATION (IF PRESENT) TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS SUBSTRATE TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS ROOFING SHOP PAC CLAD DRAVv1NGS BY PETERSEN ALUMINUM CORPORATION :. PP 130gT12032 TMIEOMY, BIM 20 YCRM.MLIN .. , ..,.,,.,.........,..,,. m ncmem MP Troaaoe 0.02 TYP VENT PIPE DETAIL N.T.9.T.S . 2.311.31.3.0 RILES OLT RAKE DETAIL PAC-150WP W/2• #10-13FASTENERS PAC-150 PANEL PLYWOOD DECK SELF -ADHERING UNDERIAYMENT (HIGH TEMP) KE WO7 S' m #10.14x 1•FASTE R(1ZO.G) • 7R81 FASTENERS ARE 8ELF-0RLL PANCAKE HEAD AND MINT 8E INSTALLED N A STAGGERED PATTERN. • CLIP AND FASTENER MATERIAL: GALVANIZED MIEN STEEL PANEL BARE UTIU2E0 STAGINESS STEEL 4MIENALUMINU/ PANELS ARE UTILIZED. • CLIP FASTENERS LEAST BE OF SUFFICIENT LENGTH TO PEI67RATE PLYWOOD DECK BY68•MBEIRAI THREAD LEWIN • PLYWDOD DECK WET BE MHMARMI CPL.' i18CK m RAKE RAswlci • HEMMED DBENSIOM 1112.MMMUQ TINXBLM • DEC%SDE LEO SHOULD BEA M M4W OF?LOW WITH FASTENER LOCATED TMAMMFRON EDGE • PANEL HEMSHOULD BE CLOSED SECURELY TO HEM LEG OP RAZE RA8HNO m BEALANrCAN BE TUBE OR rAPEBEALANrAND MUST BE CCNTMAOUL ® CLEAT: 24 Oil MNBRAR • • • •••• • • • • #10-14f44TTNER(12Gj LJ• AUWI.••. • •••• •• • • • • • • •••• • • •• •••• NG •.•• ©0140,1?x5FFASTENER (1 O.C.) • • COAIPONEN15 ••• • • • i" QCLFATC2{GAMN) • • • • • • ••• • •• • • • • • • • • • • .• • FPACtLAD MEMO A2 UIhI ) EA VE DETAIL PAG150 PANEL SELF,ADHERING UNDERLAYMENT (HIGH TEMP) . PLYWOOD DECK #10.14x 1• FASTENER (1ZO.C) KEYNOTES: PAC-150CLIP W2- #10-13FAS1ENERS (MAx rFROMEAVE) SELF -ADHERING U AYMENT (HIGH TEMP) (STRIP -IN) • TRIM FASTENERS ARE 8ELFORI.L PANCAKE WAD ANO MUST OE INSTALLED MA BTADOERED PATTERN, • CUP AND FASTENER MATERIAL. 6LLVANCED MEN STEEL PANELS ARE U7L2ED, MAILERS STEEL VNENALUMNA. PMEL!AREUI1.L . • CLIP FASTENERS MUST BE OF SIAF10ENTLENGTH TOPENETRATEPI.YYWOD DECK BY Sr AMOUR THREAD LENGTH • PLYWOOD DECK MUST SS A MSMMKNOFL••TI.dL EAVE FLASHING 11?MSASMW PANEL HEM AND THERMAL OAP CLEARANCE AMMAN 1 tor HEM W1TN 1? CLEARANCE (CONSULT FACTORY} PAW PANEL CUP To SE LOCATEDA afilefiffigteenitAM, ® ROOF BCE FLANGE &'IC .DBE STRIPPED IN WRMAPPROVED UIDERIAYMENT. ® CLEAT: 2.I OA MINERAL FI4SiI1pCOMPOE�ENTs • • •••• • •• • ••• . ••• • • • • • • RELD CUT_StWIDRETURNIN • • PANEL AMYg NT& HOOK • • • RETURN OVEN NAVE FLASHING.• • • • • • • •••• •• •• • • •• •• U EAVE FLASHING • • • • • # 10- I2 x 5 V FASTENER (12" T ~' • • CLEAT(21 GA. MIN.) •••• • •••• • • • • • • •• • • • •• • • • • • • • • ePAC -CLAD lPritISE•I OA/ HIP /RIDGE DETAIL SELFADHERING UYDERLAYMENT (HIGH TEMP) • TES: 34'TURN-UP HIPFDGEFLASHING WITH T aosuREs •• • • •• •• • PAC- itni1 • ... • • •••• • ••• • • • •• • •• . PAC-150 cLJ • ... W/2- AMA, FASTENERS Max 8•FROM •1)' • • • •• • 400-14x 1' FASTENER _ • . . PLYWOOD DECK SEALANT (AT VERTICAL LEG& UNDER77 • TRW FASTENERS ARE SEUF.DRLL PANCAKE HEAD ANDMWTSE INSTALLED NA STAGGERED PATTERN. • CLIP ANDFA$TENER MATERIAL: GALVANIZED MHENSTEEL PANELS ARE U17E12E-Ct STARLESS STIEI. MEN ALUMPARI PANELS ARE MIMED. • CLP FASTETERB MUST BE OE SUFFLCENTLEM 111 TOPENETRATE PLYWOOD DECK SYS4r MNMMW THREAD LENGTH • PLYWOOD DECK MJSTBEA ataggiguirma Q cowmen. • MINIMUM HEIGHT. W CLEARANCE OF PANEL RIB • FASTENED AS FOLLOWS' ITS 1r PANELS(4 FASTENERS PER PANEL MNWLWj 1rPANELS (V FASTENERS PER PANEL M/VIMU) • FASTENING LEG 1 Mr MINIMUM TOP LEG Mr r MLWIUM • TMUST BE CUTTO TIGHT FIT OF PANEL OIEIMION 1A'MAAMMIOAP • SEALANT • TUBE OR TAPE SEALANT MACCEPTABLE DEIAYV THET • TIME SEAMAN T PLACED AT BACKSIDE OF VERTICAL LEGS • T' TAPE WETTN OR IJT BEAD MTH PRIOR TO COMPRESSION • COVet HEALED CARD FULLY ENGAGED TOT CLOSURE • FRSTPANEL CUP TOSE LOCATED A MA70MGI DFIPPROWL. COAMOBE*R. • • • •••• • • • • • •. • • • •• • • • • .• •• • PAC -CLAD 9L/LISMN A LUMIY ON VALLEY DETAIL (Clip) SELFAI)HERING UNOERLAVMENT (NIGH TEMP (STRIPIN) RASMMGCOMPONENTS PAC-150PANEL RETAINER CLIP ® THERMAL CLEARANCE SET IN SEALANT ® VALLEY RASPING A10.14x 1' FASTENER (3' aC) AHO-14 x 1' FASTENER (17 0.C.) KEYNOTES: PLYWOODDECK SELF ADHERING UNDERLAYMENT (HIGH TEMP) • MA BELF-0RLL PANCAKE HEADANDMUSTBE INSTALLED INABTAGGERRID PATTERN. • CLIP AND FASTENER MATERIAL QALVANLiED WHEN BTEa PAI$SARE UflL2F-D; STAINLESS STEEL NHENALUMINUM PAWLS ARE UTILIZED. • CLPFABTENERB MUST BE OF SUFFICENTLENGTH TO PENETRATE PLYWOOD DECK BY MP LINNNUM THREAD LENGTH • PLNIOCO OECKMISTBEA MMwM OFBB•TNICK, VALLEY FLASHING FASTENED AT MAXIM 1T ONCEMER SPACING PANEL HEM THERMAL GAP CLEARANCE: IWININUM1 117 HEM1M1H 1/2" CLEARANCE (CONSULT FACTORY} ® FLRBTPANEL.CLP 7D BE LOCATED MAXRBMIO/rAROMPAAELENO. ® RETAMERCLW. FABIENED TOSUPPO TPLATEATrOGBiAGGIERlDPAT1ERN •.•. PAGI50 SUP • • • .w/8 8104P41 NERs • • X S' PROM PANEL END) • : •(MM ... .. • .•• •. _ . . • • • • -'•`• • • • • • • . -r.• • • • • • . • .•• • . . • .• • • •• • 812-14x 1' FAST (i2 & ) 81214x 1' FASTENER (3'0.C.) • • • • PAC -CLAD YC1L45FR ALUMINUM ROOF TRANSITION DETAIL LNG UNDERLAYMENT (HIGH TEMP) (STRIP -IN) PAC-150 CUP W/2- #10.13FASTENERS (MAX 8'FROM PANEL END) - PAC•160 PANEL RETAINER CUP SET IN SEALANT #10.14x 1' FASTENER (12'O.C.) ©#12--14x 1' FASTENER (12O.G) ® #1214x 1' FASTENER (6'QG) THERMAL ""> CLEARANCE/ l ! SELF -ADHERING UNDER AYMENT (HIGH TEAM) (STRIP414) PLYWOOD DECK SELFADNERING UNDERLAYMBNT (HIGH © SUPPORT RATE 34'TURN-UP Q #1214x 1'FASTBVER ® SEALANT (AT VERTICAL LEG & UNDER?" K EYND7E& • • • • • •____• • •.RiA410lc TAPERED RIGID LSO TOPILL VOID TRANSITION RAVING W/TCLO5URE RIVET (6' O.C.) • TRM FAIT/ ERS ARE SB.F-OREL PANCAKE MEAD MID MJST BE NISTALLED N A BTAOOERED PATT& # • CLPAND 'ABIDER MATERIAL'OALVMRIE01MEN87EEL PANELS ARE UTRIiEDC STAINLESS STEEL NHENAL.UMNUM PANELS ARE U►UZED • CLIP FASTENERS MUST BE OFSUFFICIENT LENGTH TO PENETRATE PLYNVOD DECK BYCAr LMIMUM 1I EAD LENGTH • PLYWOOD DECK MUST BE A MN•KM1 OF SM TICK m 2COMPONENT • MINIMUM HEIGHT:1M CLEARANCE OF PANEL RIB • FASTENED AS FOLLON•k ITS 18' PANELS (4 FASTENERS PER PANEL MNIMMk 'revels A FASTENERS PER PANEL MNBIIM) • FASTENING LER 11MMNNMM TOP LEG/ 11? MEOW • 7'MUSTBE OUT TO TIGHT FgTOFPMEL DIMENBKJM WMMMBWMQAP • SEALANT • TUMOR TAPE SEALANT IS ACCEPTABLE BELOW THE r • 716E BEAU/OP/ACED AT I/ACMDE OF VERTICAL LEGS • 1' TAPENDTHCR 1M BEM WOEHPRIDR TO COMPRESSION • TRAMT7 JFLASMNAt HEMMED I'ANDRELY ENGAGED TDTCLOSURE ® FIRST PMEL CLP TO BE LOCATED A MAXM1M OP r fRON T C MIPONEPNf f. ® RETMER CLIP. FASTENED TO SUPPORT PLATEATCO.C. STAODERED PATTERN 8PANEL HEM T ERMAL OAP CLEARANCE MNNIM 11? NEM WTH 1/l CLEARANCE (CONSULT FACTORY) SUPPDRTPIATE: 20(34 MNMNM • •• •PAC•150C:IP• •• • • • W/2 #10-43FA3TNNER8 • • • •• • • •• • ••(MAX8'FROM 72• • • • • PAC '4NEL • • • • • • • •• • •• • • • • •• • •• • • • • • • • � • • • • • PAC -CLAD PETERSEN AIUM9NUM VALLEY DETAIL. (One Piece) SELF -ADHERING UNDERLAYMENT (HIGHTEMPXSTRIP-1N) RASHWG COMPOhEN1S © THERMAL CLEARANCE �VALLEYFLASHING PAC 150 PANEL PAC-1n&` • • • •' • W/2- #100,,,STENERS • • • (MAX CAROM PANEL END) • • •••• • •• • • • • • • ••• • •• • a #12-14x1• FASTENER (5.O.G) KEYNOTES PLYWOOD DECK SELF -ADHERING LWDERL9YMENT (HIGH TEMP) • TRIM FABTENERB ARE SELF REL PANCAIDNEADAN° MUSTSE NSTALLED NA STANNEREDPATTERM • CLIP AND FASTENER MATERIAL CIALVANIZED YWIENSTEEL PANELS ARE UTILIZED; STAINLESS STEEL %NENALUMINUM PANELS ARE UTILIZER • CUP FARMERS DAUSTSEOFSUFFIGENT LENOTN TO PENETRATE POMO° DECK BY 69' MAIM( THREAD MOTH, • PLYNt700DECKMLISTSEA MESICEMEMS §MU -MASHING FASTENED AT*macula r CNNCENmER WAGNER PANEL NEM THERMAL EARFACAM'!• MNIMUM11CRNEU WM VP CLEARANCE (CONSULT FACTORY} MST PANEL CLP TO EE LOCATED A MAXIMA OFINIRON /AN9. • OA- -16- • •• • • • •• • • • • •• • 0O.14 x P FASTENER (6' 0.C.) •` • • • • • • • • •• • • • • PACCLAD PLIt@SLN ALUMINUM- EAVE w/ FASCIA DETAIL SELF,ADHERIVG UNDER AYMENT (HIGH PAC-150 CLIP W/2- 010.13FASTENERS (MAX LP FROM PANEL END) PLYWOOD DECK Q #H0.14x 1' FASTENER (12' O.G) SELF -ADHERING LRA ERLAYMEIVT (HIGH TEMP) (STI?IP4N) PAC-150PANEL PLYWOOD --- i ,— FIELD CUT & BEND RETURN IN f f PANEL. APPLY SEALANT & HOOK � — \ RETURN OM EAVEFLAVNIN4 • • •• • • EAVEFLASHING •••••• a •••• • -f--® PCHANNEL • • •• •• • • • #10.14x 1• FASTENER (17 QC: • • • •• • PAC•150CLIP W/2- #1O-I3FASTENERS (MAX&' FROM PANEL. END) PAC-150 PANEL • TRW FASTENERS AREBELNDRLL PANCAKE HEAD AND Wine INSTALLED N A STAGGERED PATTERN • CLPANID FASTENER AMTERMU: GALVANIZED MIEN STEEL PANELS AREUTLIZED; STAINLESS STEEL WENALUMINUM PMEi6ARE UTILIZER • CUP FASTENERS MUST IE OF SUFFICIENT LENGTH TOPEIYETRATE PLYWOOD DECK BY eve MINMILM THREAD LENGTH • PLYKOOD DEG( KISTSEA AIMNBHYOFLPTMIdI EAYEFLASHNGHEMEOOE: 1 td1"MNGRNM. SMgr PANEL CLP TO BE LOCATED (MAXIMUM MFROM PANEL CM ROOF SIDE FLANGE SHOULD BE STRIPPED N LAIN APPROVED UNDERLAYAENT. ® •.PC INJEL: ATTACHED ATMAXIMUM 17ON. QW1 . • •••• • • • • • • • • • • • • • •• • • • • • • •• • PAC -CLAD PEitlUSIN 4 Ub/140M. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.aovieconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righ4te•have this product or material tested for quality assurance purposes. If this product or material fails to perform in the'accepted. • •; • manner, the manufacturer will incur the expense of such testing and the AHJ may immeciiitelg revoltd,'w oliify, or • • suspend the use of such product or material within their jurisdiction. RER reserves the right jq Fg yoke this acceptance, • if it is determined by Miami -Dade County Product Control Section that this product or toMrial fails. to meet die requirements of the applicable building code. ' • This product is approved as described herein, and has been designed to comply with a ntorida Butltttitg Code . • • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • .... • . • .. • . • . DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield®• Selord Fire-Resistan4... ..• . .. . . . .• . • Slip Sheet 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising 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. This NOA renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigers. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield. Fire -Resistant Roof Deck Protection (a.k.a "VersaShield° Underlayment") and VersaShield® Solon' Fire -Resistant Slip Sheet (a.k.a "VersaShield SoloTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description •••• •• VersaShield® Fire- 42" x 100' rolls ASTM D 226 Non -Asphaltic fiberglas4basetunderlayment • Resistant Roof Deck Type II and/or fire barrier. .. • • • • . . Protection • • • • • VersaShield® So1oTM 72" x 166.7' rolls UL790 Non -Asphaltic fiberglas -based slip street fartd/or Fire -Resistant Slip Sheet 36, x 166.7' rolls fire barrier. . . : ... •• .. .... MANUFACTURING LOCATION: 1. Conover, NC • • • • . • . • . . .• • •• •. • . . •• • • EVIDENCE SUBMITTED: Test Annex Test Identifier Test N0me/Report D, IU PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 10NK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 INSTALLATION: 1. VersaShielde Fire -Resistant Roof Deck Protection or VersaShield® So1oTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. . • • NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® Soloist Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solon• Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. S. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solom Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield1D Fire -Resistant Roof Deck Protection or VersaShield® Solom Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail complitibikty of the products, wind uplift resistance, and fire testing results. •• •••• • • •• • • 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solo Fire -Resist Alip She • et en a non- • • asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. Fbt.fire classification pf specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoLoTM Firms • • •; Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire rating, et this prodnat • 7. All products listed herein shall have a quality assurance audit in accordance with the�•1•enM Buildidd Code Mel** . • Rule 61 G20-3 of the Florida Administrative Code. • • • • • • • . LABELING: . . • . . . . All membranes or packaging shall bear the imprint or identifiable marking of the manufacturers name or fo0 .city ai d state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. .,. . APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 • , TG U,,.R10689 - Roofing Systems Page 1 of 3 ONLINE CERTIFICATIONS DIRECTORY TGFU.R10689 Roofing Systems Roofing Systems See General Information for Rooflna System GAF 1 CAMPUS OR PARSIPPANY, Ni 07054 USA R10689 Any UL Classified peel and stick underlayment may be used in conjunction with "VersaShield® Flre-Resistant Roof Deck Protection" and "VersaShield® Underlayment" In any of the following systems. OTHER SYSTEMS Class A • • • • • • • • • • • • • • • 1. Dade C-15/32 or spaced sheathing Indines Unlimited • • • • • • • Underlayment: — One ply "VersaShleld® Fire -Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. Ply Sheet: — One ply Type 30 base sheet or "VersaShleld® Fire -Resistant Roof Deck Protection" or "Vers5SH%iiddl4 UnderlaymAt" mechanically fastened. • • • • • • • • • • • • Shingles or Panels: — UL aasslfled or Listed Steel or copper. • •... • • • 2. Dada C-15/32 Incline: Unlimited • • • • • • • •• •• •••• Underlayment: — One ply "VersaShield® Fire -Resistant Roof Deck Protection" or "VersaShleld® Underl4Virfig giechanlcaly fastened. Shingles: — UL Classified or Listed Class A asphalt glass fiber shingle. • • • • • 3. Dada C-15/32 Incline: Unlimited • • • • • Underlayment: — TWo plies "VersaShield® Fire -Resistant Roof Deck Protection" or "VersaShield® Underiayment " Shingles or Panels: — UL Classified or Usted Aluminum. 4. Deck C-15/32 Incline: Unlimited Underlayment: — Three piles "VersaShleld® Fire -Resistant Roof Dedc Protection" or "VersaShield® Underlayment." Membranes — Endur -All "Cedar -shake • • • •• • • • • • • • •• • • •• • • • • • • •• • 5. Redo C-15/32 or Spaced Sheathing Incline: Unlimited Underlaymentc — One or more plies "VersaShield® Fire -Resistant Roof Deck Protection" or "VersaShleld® Underlayment" mechanically fastened. Panels: — Any UL Listed or Classified standing seam steel, steel or copper. 6. Dada C-15/32 or Spaced Sheathing Incline: Unlimited Underlayment: — One ply "VersaShield® Fire -Resistant Roof Deck Protection" or "VersaShleld® Underlayment" mectianicaly fastened. Shingles: — UL Usted stone coated, direct to deck, non -batten systems. 7. Deals: C-15/32 or Spaced Sheathing Incline: Unlimited Underlayment: — One or more piles "VersaShield® Fire -Resistant Roof Deck Protection" or "Versashieid® Underlayment" mechanically fastened. Roof Panels: — Steel panels, fastened to 2 x 2 wood battens B. Declo C-15/32 Indines Unlimited Underlayments — One or more plies "VersaShield® Fire -Resistant Roof Deck Protection or "Versashleld® Underiayment" mechanically fastened. Shingles: — UL Classified or Listed Class A asphalt glass fiber shingle. 9. Desk: C-15/32 Incline: See Note Underlaymarit: — One or more piles "WeatherWatch®" or "StormGuard®", mechanically fastened. Slip Sheet — One or more piles "VersaShield® SOLO"' Fire -Resistant Slip Sheet", mechanically fastened. Surfacing: — Any GAF Building Integrated Photovoltaic (BIPV) system, mechanically fastened. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 9/5/2017 c t t ♦ Cityscape ♦ Colonial Red Burgundy Interstate Blue ♦ Terra Cotta A. Sandstone ♦ x Almond ♦* Musket Gray ♦ Charcoal ♦ Hemlock Green ♦ * Arcadia Green ♦ Military Blue Award Blue ♦Teal Berkshire Blue ♦ = Slate Blue PAC -CLAD Metallic Colors ♦ Sierra Tan ♦* Mansard Brown A Medium Bronze A Dark Bronze Midnight Bronze Matte Black • • • • ♦ Patina Green • • • • • ♦ Hunter Green Hartford Green Forest Grey S. • • : ♦ •Evergreen • Denotes PAC -CLAD Metallic Colors ::,.tg-* Denotes Energ ♦ Denotes PAC -CLAD Cool Colors Kynar 500® or Hylar 5000® pre -finished galvanized steel and for roofing, curtainwall and storefront applications. �i non •4 y � • .••• • •• • • • • • • •• • •♦* Zinc •♦* Silver •♦* Copper Penny •♦ Aged Copper PETERSEN ALUMINUM CORPORATION •♦ Champagne •♦ Weathered Zinc • • • • • • • • • •••. ••• • • • • HQ: 1005 Tonne Road Elk Grove Village, IL 60007 P: 800-PAC-CLAD F: 800-722-7150 9060 Junction Drive Annapolis Junction, MD 20701 P: 800-344-1400 F: 301-953-7627 10551 PAC Road Tyler, TX 75707 P: 800-441-8661 F: 903-581-8592 350 73rd Ave., NE. Ste 1 Fridley, MN 55432 P: 877-571-2025 F: 866-901-2935 102 Northpoint Pkwy Ext, Bldg 1, Ste 100 Acworth, GA 30102 P: 800-272-4482 F: 770-420-2533 PAC -CLAD STANDARD COLORS REFLECTIVITY EMISSIVITY 3 YEAR EXPOSURE SRI STEEL ALUMINUM ENERGY 24GA. 22GA. .032 .040 .050 .063 STARS Almond Arcadia Green . rirrortm Cardinal Red Charcoal Cityscape Colonial Red Dark Bronze Evergreen Granite' Hemlock Green Hunter Green Mansard Brown Medium Bronze Military Blue Musket Gray Patina Green Sandstone Sierra Tan Slate Blue Slate Gray Stone White Teal Terra Gotta 0.56 0.83 0.33 0.84 SIBS 0.42 0.84 0.28 0.84 0.37 0.85 0.34 0.85 0.27 0.85 0.27 0.85 0.36 0.84 0.30 0.85 0.26 0.84 0.26 0.84 0.30 0.85 0.29 0.84 0.32 0.84 0.34 0.85 0.51 0.83 0.38 0.85 0.25 0.84 0.38 0.84 0.61 0.86 0.26 0.85 0.84 u7, PAC -CLAD METALLIC COLORS Aged Copper Champagne Copper Penny Silver Weathered Zinc Zinc 0.27 0.45 0.45 0.53 0.27 0.30 0.83 0.78 0.82 0.80 0.80 0.85 0.27 0.32 4474 74 0.41 0.28 0.34 0.33 0.26 0.25 0.35 0.31 0.26 0.24 0.29 0.28 0.31 0.33 0.51 0.35 0.27 0.37 0.59 0.26 0.37 0.25 0.41 0.42 0.51 0.27 0.30 64 33 86 45 27 39 35 26 26 37 30 24 24 30 28 32 35 57 40 23 40 72 24 39 25 57 49 59 23 30 J J J • • J J ••.�• • J J J "1;"• J J • •••• • • • • •• •• • • • • I/• • • • • • • • • • • • ;J •• • • • " • • J • • v •• • •• • J •• • • • • •• • J • • � • • • • • • • • • • • • � • • • • • • PAC -CLAD STANDARD COLORS (DO NOT MEET COOL ROOF REQUIREMENTS) Award Blue Berkshire Blue' Burgundy Forest Green Hartford Green Interstate Blue Matte Black Midnight Bronze 0.25 0.84 0.22 23 J J J J J J J J J J J J J J J J J J J J J J J J J PAC-CLAI' Metallic finishes are available from stock at a moderate extra cost. PAC -CLAD' Copper Penny is a Non -Weathering finish. Solar Reflectance Index calculated according to ASTM C-1549. 'Low Gloss/Low Sheen,full Kynar 500' or Hylar 5000' finish "Acrylic coated, non-Kynar Finish. Energystar Performance Criteria: Emissivity uses ASTM C1371. Reflectivity uses ASTM C1549. Samples: These color reproductions are as accurate as modern printing technology will permit. Free material samples are available on request. Technical Data for Kynar 500 ./ Hylar 5000' Coating: • Life Expectancy: 20 years exposure: Chalk - rating of 8 or better. Color - <51E (Hunter Units) change. • Accelerated Weathering: (ASTM G-23 Type EH Apparatus) 5.000 hours: Chalk - rating of 8 or better. Color: s24E (Hunter Units) color change. • Solvent Resistance: (NCCA procedure 11-18. no comparable ASTM test) - Pass. • Humidity Resistance: (ASTM D 2247. Apparatus Al) - 2,000 hours, hot dipped Galvanized, or 3000 hours, Aluminum: No field blisters. • Salt Spray Resistance: (ASTM B 117). 3.000 hours, aluminum - No creep from scribe; no blisters. 1000 hours. hot dipped galvanized - creep from scribe not to exceed 1/16":: no blisters. • ChemicalAcid Pollution Resistance: (ASTM D 1308)- Pass. • Formability: (ASTM D 4145) - 1T - 3T, No loss of adhesion. • Pencil hardness: (ASTM D 3363) - HB to 2H. • Specular Gloss (ASTM D 523) - At 60 degrees: Typical: 20 - 35 (low gloss, low sheen available). • Abrasion Resistance: (ASTM D 968) - 65x10 liters. • Adhesion: (ASTM D 3359) - No loss of adhesion. • Impact Resistance: (ASTM D 2794) - 1/2" ball indenter, Gardner Impact tester: No cracking; no loss of adhesion. • Flame Test (ASTM E 84) - Class A coating Recycled Content For information on recycled content. contact your PAC representative or visit www.pacgreeninfo.com PAC-CLAt3is a registered trademark of Petersen Aluminum Corporation, Kynar 500 is a registered trademark of Elf Atochem North America. Inc. Hylar 5000, is a registered trademark of Ausimont USA. 6/2010