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RF-15-1703 • Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(308)795-2204 Fax: 7568972 inspection Number: INSP-238612 Permit Number RF-7-15-1703 Scheduled Inspection Date: March 23,2016 Permit Type: Roof Inspector. Rodriguez,Jorge inspection Type: Final Roof Owner. LEWIS,EDDIE Work Classification: Metal Job Address:9490 NW 1 Avenue Miami Shores,FL Phone Number (305)756-7474 Parcel Number 1131010330600 Project <NONE> Contracts: A-1 HERMI ROOFING CO. Phone:305.888-2999 Building Deparbnent Comments coninieft RE-ROOF METAL+FLAT. INSPECTOR COMMENTS Fate inspector Commetrts Passed FailedEl Correction ❑ Needed Re-inspection Fee No Additional inspectlons can be ad educe until re4nspedon The Is pail March 22,2016 For inspections piesse call:(305)762.4949 Page 3 of 34 Miami Shores ilia9 e Suildlng Department a rtment ... a. 10050 N.E.2nd Avenue Miami Snores Fbdda 33138 Tei. 305 795.2204 Fax:(305)756.8972 RE:Permit# ;?4,-- is n 03 DATE: � INSPECTION AFFIOVIT UtV JAM rased as a(n)Contractor/Engirmer/Archrtect, (Oft faene and*dn l aeType) FS 468 Buffing inspector Licence : D On or about. Alb 4 �3 it . I did personally Inspect the.mddeck raft work A J*Oe ) Based upon that e)mmthation l have determined the installation was done according to the Hurricane Mitigation Reidt Manual(Based on 553.844 F.S) W4' 441 Signature Stab of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the c ont vzbr for the above property mentioned. Sworn to and subscribed betm me this of Notary Public,Sate of Fbride at Lardbas� �•_�?�'_ +e •_ovw G r tp or 8�ormy a 40 F.S.bnaWawohdM1 � �' eecdap ed roofwSt p #aaaadaB #dm►sb=mWmdonftde*f6r b n p�.a�« naronaexrMr�wio Miami Shores Village . 1 . Building DepartmentNO 00 2015 100SO N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(30S)795-2204 fax:(30S)7S6-8972 BY: INSPEC11ON UNE PHONE NUMBER:(305)M-4949 FBC 20 BUILDING Master Permit No. `RE IS-_ LIP?) PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC '�'[ROOFING ❑ REVISION ❑EXTENSION [:]RENEWAL ❑PLUMBING ❑MECHANICAL E]PUBLIC WORKS XCHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS .GOB ADDRESS: 9 311 qty; Miami Shores bounty: Miami Dade ZiD: folio/Par�#: L4 the Building Historically :Yes NO Occupancy Type: Load: Construction Type: Flood Zone: SFE: FFE: � 1ff e OWNER:Name(Fee Simple Titiehoi er): [YW I e/ �� Phone#: Address: 1 1 qty; i kvwi State: Zip: 3(�� Tenant/Lessee Name: Phone#• Email: CONTRACTOR:Company Name: 0a1R.$ Phone#: Address: City: -1AJ O kJ State: '- _ Zip: Qualifier Name: Phone#: State Certification or Reg ti M: W,50' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: """ City: -State: Zip: Value of Work for this Permit:$ �'0 � Spuare/Unear Foos of Work Type of Wori ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Spe .1fY Color of chlor WM die.. U4 'Y :tt Submittal Fee$ Permit fee$ � txF$ F y COAX$ Samnhg Fee$ Radon fee$ DBPR$ Nary$ Tedmokigy Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE t e Y Bonding Com'pany§Name(if applicable) Bonding Company's Address City State __ Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City S Zip Application Is hereby made to obtain a rmit 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,BEATERS,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 valueexceeding$25000, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure*111 be delivered to the person whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved anda reinspection fee will be charged. r Signature Signature- OWNER or AGENT CONTRACTOR The foregoing instrume was:ad owledged before me this The foregoing Instrument was ac nowiedgtd before a this day of 20 ,by da of VrQ M 20 by 1 . tj�i w t ,who is personally known tor� �pO is personally known to me or who has produced as me c o ha produced J as Identification and who did take an identification and who did take an oath. NOTARY PUBUC: NOTARY PUBLIC: Sign; Sign: fill Print: Print: Seal: •► � MK Seal: Dfi �� g O SIB,MIT W seas*asses*ass*sa*aa**:as*s sa*eases*ass**sa***sass*ae*sass***s*a******assess**ass**ass:**:ssssss*$**s*sass APPROVED BY �� `e, Plans Examiner Zoning Structural Review (perk (RrAsed02/24/2014) 6 I i ALLIED MING Nov 7 2815 1638 PM3/M3 MIMM Shores Villap Building; Department 10050 KUM Avenue Miami Shores,Rorida 33138 Tei:(305)795.22204 Fa3c(305)756.8972 CHANGE OF CONTRACTOR J ARCHITECT Permit N.AE Wo.i f owne°s Name(Fee SrnpleTftle Holder): laii Owner's Address: `�Y� C3 1�. W !ed-'" Zip Cade. I.� job Address(Of where work is being done): / Y�d /C! !�`• l '' Clty: Miami Shores State_F'lottidae .,__. ... Zip Codes �r camct:or sC:W"D N ` - -1 k e#: 4 a� Fal z Address: / C Ck, state: ML Zip Code '?t320—"7 QualiRer s Nanta: ~ti' A 67(J S't Lic. Number. - I.% Architeed 8nioneer of Record Name:_ phone Address: Citic State: Zip Code: Describe Woria l tMot. 1 hereby certify that the work has been abandoned andlor the contractorlarchitect is unable or unwilling to complete the contrast. I hold the Building Official and the Shore Aharmiess of all Iegal irwoivem Sigeaftwe Sign re 7 ggnt Cae III, The foregoing'n>strvmene was aknowlimirW before me The I s aknowledgad before me this 0 day of_�L,20j5•bY LL1�..L&W-Sshls Who is personally known to me or wbo has iced is known to erre or who has produced `�( � C,� �V S� as Indendilmdon. as W adan. Nle"Pti>Vi Nota" sirr: Si$rr: i seAt: seal: *%:;: . MMMFflYDEi M io►ftW IM MOW , * I�rrc +lid e f Olaf sindie A EXPM:JWW 10,9017 my CONTA" } � 40. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 4�. CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET COD P'E TALLAHASSEE FL 32399-0783 HERNANDEZ, MIGUEL SABA A-1 HERMI ROOFING CO 1353 CROSSBILL CT WESTON FL 33327 Congratulations! With this license you become one of iiie neaFly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range u STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. _ PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCC058285 ISSUED: 09/07/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ROOFING CONTRACTOR about our divisions and the regulations that impact you, subscribe HERNANDEZ, MIGUEL SABA to department newsletters and learn more about the Department's A-1 HERMI ROOFING CO initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. ,` We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! ' Expirptio�date : AUG 31,2016 L1409070002921 ». i DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ,_*,.�_�.-�•---�'---'"�`----- CONSTRUCTION INDUSTRY LICENSING BOARD i CCC058285 The ROOFING CONTRACTOR '-. �_ •. �—. � �� k _: Named below IS CERTIFIED . ` tit . co„w� • Under the provisions of Chapter 489 FS - Expiration date: AUG 31, 201621 '- �`�'' ` � •`` �," HERNANDEZ, MIGUEL SABA ~~` �� \, •• A-1 HERMI ROOFING CO -- `'�'�` - 1353 CROSSBILL CTS\, WESTON FL 33327 �. .7_: ISSUED: 09/07/2014 DISPLAY AS REQUIRED BY LAW SEG# L1409070002921 001686 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY LBT 3739548 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES j A 1 HERMI ROOFING CO RENEWAL SEPTEMBER 30, 2016 8185 NW 74 AVE 3904423 Must be displayed at place of business MEDLEY FL 33166 Pursuant to County Code Chapter 8A-Art.9&10 mss*1 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED A 1 HERMI ROOFING CO 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CCC058285 Worker(s) 3 $45.00 09/15/2015 CHECK21-15-128187 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. For more information,visit www.miamidade.gov/taxcollector V .a CERTIFICATE OF LIABILITY INSURANCE 01/01120% ' PRODUCER South Pacific Proftssional has. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SOD K W.49th Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,MMD OR Hialeah.FL 33012 ALTER_THE COVERAOC AFFO ED BY THF.POLL IBELOW. I (306)825 3= Fax(305)826.WN :INSURERS AFFORDING COVERAGE NAIC# INSURED A-1 HERMI ROOFING CO. A ATLANTIC CASUALTY INS. aAStiltERCOMP 1353 Crossblii Ct. IISURER B: PROGRESSIVE EXPRESS INS.CO. Weston,FL 33327 X: 384-4130 �INSURER (�) INSURER B FRSA SELF INSURER'S FUND COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLY PERIOD INDICATED. NOTWf WAN0M ANY REQUIREMENT,TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.OCCLUSIONS AND CONS OF SUCH POLICE&AGGREGATE LAMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAkMS. AOc�1. TYPE OF INSURANcE 'POLICY NUMEABR t Y C ClVE Lam 'GENEIM LIABILITY 500,000 ®COMMERCIAL GENERAL LIABILITY :L017�0T02-4 ; X15 � 03/06/2016 �"� 30�� s MED D�Orap 5000 ❑❑ClAEYIS ❑ OCCUR , A t ® �❑ ` ;PF,R80NAt EA ADV ILEURY 500,000 I❑ { t •08IM :AGMGATE 1000,000. PRODUCTS_CONPIOP AGG .GERM.AGGREGATE LBETAPPLIS8 PER:.; 500,000 ' `❑ POLY ❑PROJECT ❑Loc AUTOMOSU LIABILITY 10/1o/2014 10/1012015 COMBINED SMLE LMT 300,000 ❑ ANYA(TO 02439858-0 (Eaae ❑ ALL OWNEDAUTOSBODILY ENJUttY B ❑ .® SCHEDULEDAUTOS _(per w—=- ) ® HIRED AUTOS BODILY INJURY :® NON OWNED AUTOS (Pw ' ❑ PROPERTY DAMAGE (Pmt GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN FA ACC ❑ ! AUTO ONLY: AGO EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑CLAM MADE AGGREGATE ' DEDUCTIBLE ,:,13RETENTION $ WORKERS COMPENSATION AND 01101/2015 01-01/2016 - _T I TT I EMPt.OYERS'�' YIN 870-0331-1 - E OFFICER I BEER EXCLANY PROPRIETOR/ UDED? ER I UTI1/E � E L EACH ACCI�NT 100,000 dem E.L DISEASE-PLA tBMUNEE 100,000 P N E.L.DISEASE-POLICY LLJIT 500,000 OTHIM DESCRIPTION OF OPERATIONS I LOCATION I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ROOFING -LICENCE # CCCO58285 CERTIFICATE HOLDER CANCELLATION — MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVITH EVWN E EI BEFORE THE EXPIRATION DATE THEREOFISSUIW ENDEAVORTO MNL1OO05O NE 2 AVE 30 DAys WRITTEN No TE NAMED TO THE LP.FT,BUT FAILURE TO O PABiLi rY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSTtl AUTHORIZED REPRESENTA JORGE A.ALONSO ACORD 26(2009101)OF � .� � � A019ss- ACORD ORATION.All rights me—mod. The ACORD a and I o registered marks of ACORD Miami Strores v 10050 N.E.2nd Avenue NW Miami Shores,FL 331384OW Phone: (305)795-2204 Expiratlon:03t '� 01 Project Address Parcel umber Applicant 9490 NW 1 Avenue 1131010330600 EDDlE LEVVIS Miami Shores, FL Block. Lot: Owner hrfonnction Address Phone Cell EDDIE LEWIS 9490 NW 1 AVE (305)756-7474 MIAMI SHORES FL 33150-2206 Contracix(s) Phone Ceti Phone Valuation: $26,550.00 ALLIED ROOFING AND SHEET METAL 954-485-5922 Total Sq Feet: 2800 Type of Work:Re Roof Available irrepections: Additional Info:RE-ROOF METAL+FLAT. Inspection T Classification:Residential $� Tin Cap Scanning:3 Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Planning Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bard Type-owners Bond $600.00 Invoice 0 RF-7-16-56289 CCF $18.20 07/082015 Check 0:1076 $50.00 $811.20 DBPR Fee $4.50 DCA Fee $4.50 09/232015 Chedc 0:1856 $811.20 $0.00 Education Surcharge $5.40 Bond 0:2851 Permit Fee-Now Root $300.00 Scanning Fee $9.00 Technology Fee $21.80 Totat $861.20 I 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 pians,drawings,statements or specifications submitted to the proper authorities of Miami Shores VNO. 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,WINNOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV vary 00 all the foregoing Information Is accurate and that all work will be done in compliance with all appli Was regulating construction tion "ut re,I a the above-named contractor to do the work stated. September 23,2015 Authorized 8 :Owner / Applicant / Contractor / Agent Date Building Department Copy September 23,2015 1 Miami Shores Village G JUL s Zoe Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762.4949 FBC 20 It BUILDING Master emit No.t�`�-'�5"t� �� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ,(ROOFING ❑ REVISION ❑EXTENSION [:]RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBUC WORKS ❑CHANGE OF ❑CANCELLATION ❑SHOP r f - �UO�/� CONTRACTOR DRAWINGS JOB ADDRESS: 17�/C�O Aw s� (div: Miami Shore] County: Millmi Dade Zia: Fallo/Parce!#: N the BulMng Historically Desi:Yes NO Occupancy Type: Load: Construction Type: flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): CJGj�I� � (�dS Phone#: Address:_ . g lw/al—e City:lw/y qdX1tFzrd State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name• ��✓ T `'"`7 d h on,0 5 Address: 41,17- r ' State:_ FG Qualifler Name: Phone#: C�cl Z State Certification or Registration#: � Certifl egistra �� cafe of Competency#. DESIGNER:Architect/Engineer. Phone#: Address: City: State: Zip: Value of Work for this Penn!!: Sgwre/Unew footage of Work:— _— Type of Work: El Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: O'h e' �''t��' Submittal fee$ Permit fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Tach Fee Tra u fee n�81► $ $ Double Fee BEd $ SMarbuid Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revbsed02/24/2M4) t • . i Bonding Company's Name()f 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 toning. "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 Applkant: As a condition to the Issuance of a building permit with an estimated value exceeding$25W,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be do/Awed 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 ice the first Inspection which occurs seven (7) days after the building permit Is Issuedin the absence of such posted notke, the Inspection will not be approved and a reinspection fee will be charged. Signatur _ Signature OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The regoIng i meet was acknowledged before me this &_day of --WAY .20 /�. by of_Ju 1h .20 1S ,by dw1w who.?personally known to who Is omwdWpown to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC. NOTARY PUBLIC: ou- Sign: Sign: 1t Print: Print: Seal: ��g FF 11M Seal: asssssssssssssssssssssssssses ss sss ssssssss=sst�sssssssssssssssssssssssssssssssssssssss ssssssssssssssss t l APPROVED BY Plans Examiner Zoning Structural Review Clerk (RftUet02/24M4) i Lir I S40re6 i e 10050 N.E.SECOND AVE. tORrt� MM SHORES,FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax:(305)756-8972 DAVID A. DACQUW0,AICP PLANNING 6 ZONING DIRECTOR i File Number. PZ-8-15-2015212 Property Address: 9490 NW`1s'Avenue Owner/Applicant: Eddie Lewis Address: 9490 NW I"Avenue Whereas,the applicant Eddie Lewis(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, Sec. 523.1(6)e and Sec. 600. Site plan review and approval required. Metal roof. Whereas, a public hearing was held on September 17, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered,finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Latin Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, dtawings, and the conditions agreed upon at the ' hearing: 1) Approval is for a Bone White color standing seam metal roof: 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. Page i of 2 € DO-PZ-8-I52015212 Lewis I Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development,and provide a copy of the development order to the Building Dept. Tlur application with conditions was passed and adopted this 17*day of September,2015 by the Planning and Zoning Board as follows: Mr.Abramitis Y-0 Mr.Busty Mr.Reese YSI Mr.Ghm Y Chairman Fernandez YM �' r s Date M.Fernandez Planning } Page 2 of 2 DO-PZ-8-15-2015212—Lewis V Allied Roofing&Sheet Metal,Inc. 2801 NW 55 CT Bldg 5W Fort Lauderdale, FL 33309 A 0 FaxPhone: At mR R (95544)48559 2 And Sheet metal Roofing License#CCC1325516 General C-0nf'acor#CGC1507049 AliedRoofingFL.com roe Eddie Lewis Revfslonol 05/04/2015 9490 NW 1st Ave Miami Shores,FL 33150 Metal and Flat Reroof JOB: PRJ#571&Eddie.Lewis RR 2015 ADDRESS: Lewis,Eddie Reskferoe 9490 NW 1st Ave,Miami Stores,FL 33150 Allied Roofing c&Sheet MeW proposes to do the following work: Thank you for allowing Allied Roofing h Sheet Metal,Inc.to Inspect and quote roof replacement at the above referenoed location.We Propose to do the following work as per roofing specifications below. SLOPED ROOF SPECS:Engied Series 2000 Snap Lock Metas Standing Seam Roof System { Remove the existing roof to the wood decking or smooth workable surface.Clean-the surfsedlilAud all dirt and debris.Remove debris to a legal disposal facility. Remove and dI8 fto dudsfirp jcr�r •••�:• system allwMng for proper fascia wood Inspection. . . . Includes replacement of up to 96 square foot of rotted dedd at no •••••• •• •••••• � merge(�1�4a�wood fo be • replaced Is to be determined by the contractor).If any additional bad/rotted wood&SDund It will be :•••• replaced at$2.50 Per square Boot for plywood decking,$4.00 for T&G dedking,'$4.566per liniemtibbt 90*** for fascia and$6.50 for ratters. Initial,, % • ...... .. . ..... Install self adhered tape around all roof penetration for additional protection. :":': • Re-nail the existing deck utilizing ring shank nam to meet Current Building Cods •••••• Apply one Wpm of ASTM D-226 304b.secured with Metro Dade 15/8"On tagg $1/4"r€ng.." :"•"• shank nails.Providing two layers.In all valleys. • • Install one(1)layer of Elk VersaShleid Fire Barrer underiayment in accordance with building codes, manufacturers specifications which meets all UL requirements. All penetrations will be flashed according lo manufacturer's specifications. Install Englert Series 2000,24 Gauge, 18"wile Standing Seam Metal Roof System mechanically fastened to the substrate(with galvanized concealed fasteners and dips)In accordance with calculations and local building code requirements.Seams 1S"on center, 13/4"snap lock system. Standard cow. Please note that the appearance of standing seam metal roofing may be adversely affected by the structural Integrity of the existing substrate.(Commonly referred to as ail canhing). All integral flashing and trim to match Provide and Install new ddge.and hip trim. All fasteners,sealants and closures Included. .e."Old World craftsmawkip with today's technology"... s Allied Room&Sbeet Metal,Inc. 2801 NW 55 CT Bldg 5W ' Beefing Fort Lauderdale, FL 33309 AtAa Phone: (954)485-5922 �� .. Fax: (954)4WW12 And Roofing License#CCC1325516 General Contractor#CGC1507049 AlliedRoofingFL.com All work to be completed In accordance with or to exceed the current building code. Provide shop drawings and calculations as per RAS 117 and RAS 127(when needed). This Includes a ten(10)year labor warranty and 25 years on paint finish from manufacturer. Fiat roof system: Remove the existing roof to the wood decking;or a smooth workable surface,dean the surface free of all dirt and debris.Remove all debris to legal disposal facility.Remove only as much of the roofing we can replace in same day. Remove all existing guttering system in order to inspect wood fascia on perimeter of the house. Re nall existing decking to the newest requirements of Florida Building Code using 21/2"ring shank nails. Install single layer of base sheet secured with nails and 15/8"metal tin caps to wood decking. Provide and Install two(2)layers of fiberglass sheets set In hot asphalt. Provide and install new 26 gauge galvanized metal drip edge on perimeter 3"x 3"secured 1 1/4" nails. Provide and Install new SBS Modified Rolled Roofing set In hot asphalt. Install standard flashing around new vents and.roof penetrations as per manufacturer approved•••• Installation. • 0000 0000•• Flat roof system txxrhes complete with our(6)year watertight warranty. •• i ••• • 0000•• •• 0000•• • 0000•• • • • 0000•• Miscellaneous Performance and Agreements: •••••• ••••• • • 0000 0000. 0000. We will pull permits and schedulein •••••• •• ••:••' Inspections with the city binding department.Pa' are ••'"' •••••• Included In the contract price up to$250.00 along with all taxes.We will notify owrprnp: 0 '. commencement date so that vehicles In the immediate area can be moved prior Wre-rodfing.Vqa••:• •••••• will not be responsible for vehicles parked dose to the work ares.Dust and/or diff bha*Sator :...•: building during ns-roofsg;Interior should be covered for protection.Owner must Wig ac&m.wl •S • • will exercise caution when accessing property;however,we will not be responsible for lawn, driveway,sidewalk or pool damages. Pre-construction meeting. Prior to schedule commencement of the roofing Installation and associated work,conduct a meeting at the project eke with contractor,owner or any other party Involved directly in project.Purpose of this meeting Is to lay construction schedule,set up and operations Involved in roofing project. Upon completion of project this system bears Underwriters Laboratories rating for roof slopes indicated UL Class A. Al materials used on project are Metro-Dade approved. ..."ON World auji nawhip wl&today's tecknology"... ,t AllW Roofing&Sheet Metal,Inc. AtAllmled 2801 NW 55 CT Bldg 5W Fort LauderdWe, FL 33309 Phone: (954)485-5922 And �� Fax: (954)485-5912 Metal Roofing License#CCC1325516 General Contractor#CGC1507049 AllledRoofingFL.com Exclusions: Furring;Shimming;Nallers;Substrates;Phasing of our work;Code upgrades;Custom Colors;Relief or saw cuts;Framing of supports;Engineering or special testing,any Insulation below roof system, Insurance: We are fully covered by workman's compensation,public liability and property damage insurance.A cortiftate of Insurance is available upon request. Note. Material prices are subject to change due to the uncertainty of the current market and rising costs from manufacturers and suppliers.Quote price valid for thirty(30)days. Terms: $1,000 Deposit;30%Upon Starting;40%upon panel load;balance due upon completion. You,the buyer,may cancel this transaction at any time prior to midnight of the third business day atter the date of this transaction. If you the buyer wish to cancel this tram after your right to cancel has passed,you the buyer shall pay Allied Rooting&Sheet Metal,Inc.liquidated damages of$1;000.00 plus any Costs Incurred.1,the undersigned owner and/or owner's agent do herby authorize Allied Roofing&Sheet Metal, Inc.to fumish all labor and materials required to complete,., the work according to the specifications,terms,conditions and hold harmless agreement on the....• 0000 front and back of this proposal and contract,for which we agree to pay amounts dtenmizea above!•• •. 0.0.00 .. 0000.. Upon acceptance please sign and return with deposit check to our office or sales!' accept Visa and Master card. •••• •••••• • • 0000 0000 0000. NOTE:Effective October 1,2007,neer hurricane mitigation retrofits for existing 090411%angle•..•.• 0000.. family residential homes states that homes exceeding$300,000.00 in appraised oriasured value • .• (Wind Some Debris Regions Only as prescribed In section 1608.2 of the Florida E;6k ng►Code1 Mij;• ••••:• be subject to a.mandated roof-to wall(hurricane strapping)retrofit.Where as roof*o-wft a :0000: connections tions will be improved(if existing connections do not comply)to comply wle&&n 201.3.:•: • Mandated retrofits shall not be required beyond a fifteen percent increase to the cost of re-mofirig:if• your hone trite this retrofit,estimates and options will be discussed before any work begins on your r&ioo&V project. NOTE:Effective July 1,2008 new hurricane mitigation retrofits for existing site-built single family residential homes states that wtnon any activity requiring a building permit for whim the estimated cost Is$50,000.00 or more(rind Bourne Debris Regions Only.as prescribed in section 1609.2 of the Florida Building Code)and equals or exceeds$750,000.00 in insured or appraised value the opening protection Is required within the Florida Building Cale,Building or FloridaBuilding Code, Residential for new construction shall be provided.If your home triggers this retry t,estimates and options will be discussed before any wok begins on your n roofing project. ..."Old World crafis &ip with today's tecknology»... Allied Roofing&Sheet Metal,Inc. 2801 NW 55 CT Bldg-5W Allied Beefl-al Fort Lauderdale, FL 33309 Phone: (954)485-5922 �� Fax: (954)485-5912 And Roofing License#CCC1325516 General Contractor 0=1507049 AKledRoofingFL.c oro Requirement 1:Hurricane Mitigation Retrofits As Required By CS/HB 7057: The provisions contained in a new Florida law(CS/HB 7057)that wire specft retrofits to certain single-family hones has gone Into effect as of October 1,2007. Sections 101 of the Rule outline the retrofit requirements for existing site-built*single family residential structures. Section 101.2 of the Rule provides that when a roof Is replaced on a single-family residence located In the wind-borne debris region of Florida,that has a structure value of$300,000 or more(either Insured value or tax value),and the structure was bulk prior to the Implementation of the Florida Building Code(March 1,2002): a)Roof-to wail connections shall be improved as required In Section 201.3 of the Rule. b)However,these mandated retrofits of the roof towaii connections shall not be required beyond a 15 percent increase In the cost of the roof replaoement. c)Where complete retraft of all the roof-to-wall connections,asprescribed In Section 201.3 would exceed 15 percent of the cost of the re-roofing project,the priorities owned In Section 201.3.5 of the Rule shall be used to limit the scope of work to the 15 percent limit. Section 201.2.5 Priorities for mandated roofto-wall retrofit expenditures. For houses with both hip and gable roof ends,the priority shall be to retrofit the gable end roof-to-wall connections unles&VA* width of the hip end Is more than 1.5 tines greater than the width of the gable end Pd y shaIM*** •••• • given to the corners of roofs to walls below where the spans of the roc�i�t� t�rtbers`are.: ....:. greatest. • 00••99• 0 900• •00• 0000. .•.. ..••9 PRICE : ' ;$24,450.40# ...•:9 • 9 •0909• .. • • 000 • ALTERNATES: • 9 • 09 0 Provide and Install additional insulation to resat R 19 on attic(spray on loose Insulation)-of livft area(AC area). PRICE: ---- $1210.00 Initials Provide layer of self adhered HT(high ire resistant)sheet installed over the anchor sheet to seal around all screw penstration.This feature Is not considered as per insurance language as Secondary Water Resiatence.barrier. PRICE: _ $I~Initials Provide labor and material to install new tapered Insulation padcage to create positive slope of roof in order to move water towards escape point.This option increase Ifs expectancy of roof system and Is recommended on form 1524 and 300 from building departments PRICE: $2100.00 Initials ..."Old world crafirnmmkip wig today's teclsno&V 1! .. Allied Room&sheet MtetaL Inc. 2801 NW 55 CT Bldg 5w AMU11wed Rhoof Fort Lauderdale, FL 33309 Ing Phone: (954)485-5922 � �� Fax: (954)485-5912 NOW Roofing License#CCC1325516 General ContrmaW#CGC1507049 AliledRoofingFL.com Total cost of improvements$ Approved By: val Agra aNd & - — DAIME . . 0000 0000.. 0000 •.: 0000:. Cfu�tracip� � . 0000 0.00.. MEMBER ❑ •••• 00.00 .. . 0000. 00 0000 0 0000•0 000000 0 0 �,., �^ • 0 0• 0 000000 00000 ..."Old World CPQ,�Sl1HIwhip wA*today's teckmokV»... 7/7/2015 , Prowty Search Application-Miami-DadeCounty OFFICE APPRAISER Summary Report Generated On:7/7/2015 Property Information Folio: 11-3101-033-0600 Property Address: 9490 NW 1 AVE 77,77 Owner EDDIE LEWIS 9490 NW 1 AVE a, ��y� e Mailing Address MIAMI SHORES,FL 33150-2206 ' Primary Zone 0800 SGL FAMILY- 1701-1900 SQ i'Iy 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 ' Living Units 1 Actual Area 2,300 Sq.Ft Living Area 1,336 Sq.Ft Adjusted Area 1,748 Sq.Ft Lot Size 13,291.25 Sq.Ft Year Built 1952 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Land Value $215,850 $179,698 $120,153 Taxable Value • $66,Q19 ••�6�5.099 1g1,399 Building Value $121,661 $116,887 $116,887 School Board •• • ••• • • XF Value $1,250 $1,267 $1,285 Exemption Value '�5'LS,fl�O $254MO "t23,600 Market Value $338,761 $297,852 $238,325 Taxable Value ��91,Q19 a9Q•099 •ssaiS99 Assessed Value $116,019 $115,099 $113,399 City *000 •••• **see Exemption Value '$� 830 .elwo4p0 9 0 W,000 Benefits Information - �4Taxable Value •. ��19 $fL5,099 $ 5,399 Benefit Type 2015 2014 2013 Regional • • • • •••••• Save Our Homes Assessment $222 742 $182,753 $124,926 Exemption Value : $5G,%0 • $50,000 :•$60,:00 Cap Reduction Taxable Value $66,019 *.JM,(V9J $63,399 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,0001 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School F03/01/1 OR Book- Board,City,Regional). Price Page Qualification Description $73,500 14929 0638 2008 and prior year sales;Qual by exam Short Legal Description of deed MIAMI SHORES SEC 6 PB 10-39 08/01/1989 $60,000 14223-3230 2008 and prior year sales;Qual by exam LOTS 1 &2 BLK 132 of deed LOT SIZE IRREGULAR OR 14929-638-15005-644-45 0391 1 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: i, I . Y f owmeb Naim Farm HVJM 2010 *D&T"Wft rk-wenm ftwy LWO SRC'MOK M24 HIGH VZLOCITY HURRICANR ZONES-REQUIIM MaM NOTIPTCATION FOR ROOFING CONSIDERATIONS 1524.1;Scope. As it pertains to this section,itis the of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida ftMag Code,Bal Lig govern the minimum requirements and standards of the industry for roofing system.installations. Additionally,the followingitems should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space'indicates the the item has been explained. �.,y t Mks-wedmusshfp: The workmanship provisions of Chaff 15(High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resist and water intrusion perf nmance standards. Aesthetics(appearance)are not a cAnsideation with respect to workmanship provisions. Aesthetic issuers such as color or architectural appearance,that aro not part of a zoning code,should be addressed as part of the agreement betw=the owner and the contractor. Maflfag wood decks: When replacing roofing,the existing wood roof deck may have to be nammootiammm with the cunt provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.). mmoa roofs: Common roofs are those which have no visible delineation between neighboring units(ie.townhouses, etc.).In buildings with common roofs,the roofing cont moor and/or owner should notify the occupants of 4 P,-ceat units of roofing work to be performed. $ nerd cel fngs: Exposed,open beam ceilings aro where the underside of the roof decking can be viewed frorn below. The owner may wish to maintain the l appearance;therefoM roenail dons of the underside of the decking may not be acceptable.The awe provdadl opdgi ••• 1• maintaining this appearance. • • • ...... .. ...... water: The carom roofsysteni and/or dock of the building may"drain weeliaqd may • cause winter to pond in lowlying arcias of the root Ponding can be an ion of Huai 6':6 04, distress and may require the review of a professional structural engineer.Ponding may ih�W- ...... expo and perormame of the now roofing systen. Ponding conditiow may 0midstuntil the oigh4 roofing system is removed. Ponding conMons should be corrected. 66 690000 :000*0 � verSow scuppers(wall oil): it is required thatrannwater flow off so9th;he roof:O W ;•••• overloaded from a build up of water. Perimeterfedge walls or other roof extensiow may block this ls&wge if overflow scappers(wall outlets)are not provided. It may be necessary to install overflow scupper in accordance with dorequiremennts o#* Chapter 15 and 16 heron and tan,i'<knWa Ba"Wg Co4 A mbft. �entfiaita: Most roof structures should have some ability to vat natural airflow through the interior of the structural assembly(tbe building itseM. 7U obting amount of attic ventilation shall not be reduced. EnvOo n: Attic spaces,wed by a Fl licensed engineer nor registered well tact to elm ttin attic venting,venting shall not be required. 101, wnWs/Ag=Vs Signature: : Conger's Signattre: Permit Number: Property Address: f' I . .LW SgCnONi 1524 MOR MOMY H1)RRIICANg?ONES—RZQUMM'OAFS NOTIFICATION FOR ROOPM CONaMnAnOM 15XI'Seepe. As it pertains to this sit,k is d wxespon�biiity of the roof fig comer to p wAda the owe with the required roofing permit;and to explain to the owner the content of this section.- The provisions of Choipler 15 of the 1r!'orMa BaslAug Ceuta,Ba UFxg govern theminimum requirenuntsAnd�of the indusiryforzoofingsystern.nstallatians. AAditionallytthe following items amid be addressed as pact of else a' between the owe and the contactor. The owl's initial in tine designated goo indioat ea that the item has bee►exgslsined. kL_jWLU*4tIk&WOrb==*: Tlm wodunanship provisions of Chapter 1S*If&Vecity Rmicane j Zone)are for die purpose of Providing dist the roofing systen macts the wind resistance and water ink performancestandauls. Arcs(appearance)are not a canssidwation with respect to worl�nship rovisicns. Aesthetic issues such as cow or architectural appearance,that are not part of a zoxring code,should be addressed j as part of the agreement betwm the owner and the contractor. a� g wood decks. When replacing roofng,the existing wood roof deet may have:to be j retailed in scoortmoe,with the current provisions of chapter 16(High Velocity Hurricane Zone$)of the F Building Code. Mw roof deck is usually oonceeW prior to removing tin existing roof system). mine,reams: Common roofs ars those which have no viable delis between,ae�tghboring units(ire.towahousc% In i zainiums etc.).In buildings with common roofs,the roofing contractor an&(w owner should notify the occupants ofadjacent mugs of roofing work to be performed. owl npe: Exposed,open beam,ceilings are where the underside of the roof dsohing on be viewedAmbelow. The owner may wish to main tlw architectural appearance;ttmrefore, il mations Ofthe undo of the may not be moble.The ows�provk opua�� •••�1• nrm�this appearance. ...... .. ...... I water: The c ur nut roof system and/or deck of die building may•notArain weand, • cause water to pomul(accumulate)is kww4ymg arose of dm roof Ponding can be an **:Soo distress and may require the review of a p wassimnal stmucanal enghwer.Pa nding m4. the W.• ...... expectancy and of tame new roofing systm Ponding con tions may not ba mmidert mrt�il lite arigiaa� roofing systern is removed. Ponding cmnditicms alnould be conaftd. • • • . . . . ...... 0. f scuppers(waft outlets): it is required that rainwater flaw off s ideal tie ropf igtot •••• overloaded fiom a buiild up of water. Peri edge walls or roof if overflow sciffers(wall outlets)are not provided. It may be=mssary to msW overflow scWers in accordance with die M of. Chapter 15 aqui 10 ha+eia and tho Fly ft4ft Cie', �Wfflafi=-- Most roof structures should have some ability to vert nabnd aufiow ftvqft the interior of the*uch rad assembly(tom buddies its . The existing amount of attic ventilation shall rm in recd. Fxcqftw Attic spaces,designed by a FlondAlicamsed anginew or registered architect to ewe the aft venft venting"not be required. win WdASc&s Sigtire: DaW. Contraatoes Ste: I Permit Numbw: Pity Address: ROOF ASMSUES AND ROOFTOP STRUCTURES Rodde Building Code 5th Edition(2014) 8 High-Velocity Hurricane Zone Uniform Perink Application Form. ii Section A(General Infonnation) Master Permit No. Proem No. Contractor's NarneAffid R004-nj 444ZA-16,1 Job Address ROOFCATEGORY LOW Slope 0 Mechanically Fastened Tle 0 Mortar/Adhesive Set Tiles • Asph4dfic ShiVes Metal PanellShingles 0 Wood Shin&s/Shakes Prescriptive BUR-RAS ISO ROOF TYPE • NOW mot 0 Repair 0 Maintenance 0 Reroofing 0 Recovering ROOF SYSTW INFORMATION Low Slope Roof Area(SF)-7-6() Steep Sloped Roof AREA(SSFM?g00 Total(Sr-)_d.100 Section B(Roof Plan) 00** 1 Sketch Roof Plan:Illustrate all levels and sections,roof drains,supers,overflow:jpers and show d:0 skin of sections and levels,clearly Identify dimensions of elevated pressure zones 100a fw* 090:00 04*00 0 • • => unt 0 S,fill e ts- ALS A-419 F —t CP 1>11 nuc IOU G DEPI ij ()IV AND COONly 11111 I'S AW)Rr-.C313I . .. ............. . FLORIDA SUILDM CODE BULDIN%SW EDITION(2014) 15.37 Allied Roofing&Sheet Metal, Inc. Jos--- L e&vr MI NW 55 Court,Ste.ftV Er No. cw Fort I. e,FL 33309 At ^" CALCULATED sir UA7E "...OW WwW Craft mnship With TodjP iM6.." CHECKED avDATE SCALE 2 41 d I� Ir t7 - 6 l IN Z Ftp } 1 'FLAT t I I 4 0000 • !� 0000 i ••• i • • . 0000•• •• 0000•• 0000•• • • • 0000•• • • 0000 •• • !l • 1 00 ....... •9�99 •�•••• ••i••• 00 00 • • 0000.• 0000•• • • 4 • • • 0 000049 09000 • • . ••••99 •• • •99 �.Z • ........ l i r €OOF ASSEMBLIES AND ROOFTOP STRUCTURES g Florkla BulloYng Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Pemlt Application Form. f N N Section C(Low Slope Application) TOP Ply Fast tSarul��l te�l� N Fig in spact roof assembly components and Identify N manufacturer Surfacing: N N (if a component Is not used,Identify as°NA8) Fastener Sparing for Anc hoditse Suet Attachment: N stem Manufacturer: G A F Sy Field-_!I_-oc 0 Lapp,it Rows Q-V- oc N - O 6 1 .O ( Perimeter:-'L--oc Q Lap,#Rows3—a JL"oo N N Product Approval No. 4 -- N Demon Wind Pressures,From RAS 128 or Calculations: fir:I_-oc 0 Lap,#Rows-j-Q-9—".oc N 1 Number of Fasteners Per Insulation Board: N 1 Pi:,_41,5 P2:.......... t d fc�_ N told Perimeter Comer_,��,�� Max Pressure,frog►the specific product • • •.. t.....• N approval system: 7 S Illustrate Components Noted and DebI j esf Ipplicabie: • N • N ic: W Gutter,E�Termi Ing ...... N Continuous cant stria,Ban .....: . , N N Type: o 8 0K Coping,Etc. :....: Indicate Roof Height, Parapet-RA t, Mot? • • N GaugetThlckness: �! Rushing, Component Material, Matet4A'lttmess,-- N••�•• N /r Type,Fastener Spacing or.Submit 1094fturers~ hat N•...• Slope: ! Comply with RAS 119 and Chapter V •• •• • N..•.•• •*0:0: AnchoriBese Sheet&No.of Ply(s): � .7 S • • • N • •.•••• i< Anchor ase ShuttriBcndirrg Material: •• • • •.• •. • FT N insulation Base Layer z N N N Base Insulation Size and ThIcWtess. Parapet / Height N N Base insulation Fastener/Buodin Material: FT. J9 N Top Insulation Layer: E titer J!, Cr�A ��1• �,,,( 1 Top Insulation Size and ThkIcness:J � ��t� W W d"j Mead Roof N TOP tnsuiati FaCILstener i Material: � Height N Base Sheet(s)&No.of Pty(s): S atie -f ¢. iaPaK N N utaf N Base Sheet Fastens Material: $' S'EN i�ob&rotl� Xb K Rob,X.A P r+6 N Ply Sheet(s)&No.of Ply(s): c7 n Ca `. at, -34rf)e. Va .G N N S' e Ply Sheet Fos Str N l Top Ply: Auwrot g� !-::�6 i� N ......... ....... ...... ................. ....... .. . ..... ..... ....... .. ._...... ...... A.- IBM 15.38 FLORIDA BUB.MG CODE—BUILDING,5th EDMON(2014) � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MorMs Building Code 5th Edition(2014). a High-Velocity Hurricane Zone Uniform Permit Application Form Sectim D(Steep Sloped Roof System) Rod SystemManuisdure, AIN*' '9*9411 1 Skee.,t Mem&l Notice of Acceptant e Number. Minimum Design Wind Pressures H Appilcable(From RAS 127 or Calculations): P1: Pi.- Pi: Deck Type: Woo I Type Undedayment Roof Sbpe: 12] Insulaton: F Fire Barrier: Ve ,(,SA j e jok see* 3K, + Ridge Verd0a Fastener Type&Spacing: 610*644 " f Adhashe Type: Type Cap Sheet oe_ Mean of Heigh: .......yk Roof Covering: $ZOO 0 04-1 ?Owl Type&Sim Ddp .3 Edge: .......... .. ...... ..... ............. FLORIDA BUILDING CODE--BUILDING.8th EDITION(2014) ism M MIAMI DADB COUNTY PRODUCT CONTROL 8RC130N BUn,D1NG AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BIC) 11805 SW 26&red Room 208 130ARD AND CODE ADMINIMSATION DIVMION Miami,Lida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP'T'ANCE 0OA) Allied Roofing and shed Metal,U& 2801 NW 55 ct FL Imdale,FL 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction n materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Cgptol Section(In Miami Dade County)and/or the AHJ(in areas other than Miami bade Count)reserve th$sW0to have this product or material tested for quality assurance purposes.If this product or mater►iat fills to pat9m in the accepted manner,the manufacturer will incur thg expense of such testing and the AIN"y immediateV ....:* revolve,modify,or suspend the use of such product or material within their jurisdiction. BORW reserves the right;.... to revoke this acceptance,if it is determined by Miami Dace County Product Control Ses;M%at this Vct or• • material fails to meet the requirements of the applicable building code. •••• •'• 90'00 0000.. 0. 0 0.0.0' This product is approved as described herein,and has been designed to comply with the fall Bullet ale 990*:* • including the High Velocity Hurricane Zorn of the Florida Building Code. 90:0: • 0000.. DEscRy !lox:Eiglwt series 2m mow Pane •• . 0 000000 00 . 0 •0• • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, aral following statement'Miami-Bade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered ager a renewal application has bear filed and there has been no orange in the applicable gilding crude negatively affecting the performance of this product. TERMINATION ofthis NOA will occur air the expiration date or if the 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 firer 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. N any portion of the NOA is displayed,tin it shall be done in its entirety. INSmenom 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 Alex Tigers. KOA No.:11-0125.04 Expiration Data SMO/16 Approval Data:03/10111 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: �oi2r Roofing SpkC ,mm 07410 Non-Structural Mesal Roofing Nktww-9 Steel Dock1 r Wood See Table A TRADE NAMES OF PRODUCTS MANUFACTURER OR LABELED BY A,ppLICANT: P"dd MINIM Teat Product rUNIM211 Series 2000 1=various TAS 110 Corrosion resistant,galvanized, W=Is" TAS 125 preformed,standing seam,cam, Thic knew 0.0276 prefinislm.,meal Amels• •....' ...... Series 2000 Clip min.0.048" TAS 114 Corrosion retfined,s ....:. 3%"long x clips for inctal.p"nstallstign. . 13 /4- •••• •••• • • • • •••• •••• ••••• Trim Pieces 1=varies - TAS 110 Standard flastffil OM trite^ ••:••' w-varies Manufactured'forSch pandl'4vigith. •••• • :":': • Thickness 0.0276. • ••••�• EVIDENCE SUBMPrM-. •• •• • Test Aa ► Lem Im NIZIMMd 20 Underwriters Laboratories,Inc. 91NK26936 UL 580-Construction Oct. 1992 AmNledural Testing,Inc. 01-32796.01 TAS 100 Sep. 1998 Architectural Testing,Inc. 01-32796.03 ASTM B 8 Oct 1998 Architectural Testing,Inc. An 99023 TAS 125 Dec. 1999 Architectural Testing,Inc. 01-35899.01 TAS 125 Feb.2000 Architectural Testing,Inc. 0.146070.02 TAS 125 10/23/03 ASTM B 8 Hurricane Test Laboratory,LLC. 0155-0404-04 TAS 125 04/16/04 NOA No»11-012M4 Expiration Date:6NIW16 Approval Dab:Ol10111 Page 2 of 5 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier. Fire0te Fire Barrier Coating,VersaShieie Fire_-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Stratavene Eliminator Nailable Venting Base Sheet,Ruberoie 20,Ruberoie SBS Heat Weld"`Smooth or Ruberoie SBS Heat-Weld m 25 base sheet mechanically fastened to deck as described below. Fastening Land S®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base SIF= ny Options: nchor sheets attached to deck with approved annular ring shss at a fastener spacing of 9"o.c.at the pap staggered and in s the field. Design Pressure—45 psf.See General Limitation#7j GAFGLAS®Ply 4,GAFGLAS®FiexPly 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec"` #14 Fastener or Drill-Tee XHD Fastener and Drill-Tec 3"Steel Plate,Drill- Tee AccuTrae Flat Plate or Drill-Tec"`AccuTrae Recessed Plate installed 12" o.c.in 3 rows. One row is in the 2"side lap. The other rows are• equally spm'9 . . 0000 0000.. approximately 12"o.c.in the field of the sheet. • • 0 •• • • (Maxdmrim Design Pressure—45 psf.See General Lht*adon ... •.: •000:0 • GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any MUM anchor 9 ;0000; sheets attached to deck with approved annular ring shank mdls�aricf&caps at V`. ' ' fastener spacing of 9"o.c.at the 4"pap staggered and in two%ji f f.Q.c.in jg 0: *e:"- field. 990 990 0 990 99 0..009 (Maximum Design Pressure 525 psf.See General Ldmttatlab#A . 9' GAFGLAS®#80 Uitima Base Sheet,Ruberoid®20,RuberoiCrMoji Smo+ •• sheet attached to deck with approved annular ring shank nails ft4 tinCcaps ate... ;•••• fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in'4w' : Held. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tee#12 Fastener,Drill-Tec"`#14 Fastener or Drill-Tec"`XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec"`AccuTrac®Flat Plate or Drill-Tec"" AccuTrae Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the shut. (MaidWsum Design Pressure—60 psf.See General Limitation#7) NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 7 of 29 I i APPROVED ASSEmm: Deck Tom: Wood,Non-Insulated Deck Description: 19/3r or greater plywood or wood plank. Slope Range: 2":12"or greater mum Uplift See Table A Belew Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails 96" o.c. In reroofing, where the deck is less than 191e thick (Minimum "/32.)-/32'). The above attachment method.must be in addition to existing attachment. Underi est: Minimum underlayment shall be a ASTM D 226 Type H installed with a minimum 4"side-laps and 6"ext laps. Underlayment shall be fastened with corrosion resistant tin-caps and 1 W annular ring-shank nails,spaced 6"o.c.at all IW and two staggered rows 12"o.c.in the field of the roll. Or,any Miami- Dede County Product Control Approved underlaymeat having a current NOA. Valleys: Valley construction shall be in comply with Roofing App lication AM4W ...... RAS 133 and with Englert's current published installation .0 0'. . �. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to 0 tit fire dwWry ....:. listing for fire ratings of this roofing system assembly as ftil'tlthe location of �....: the fire barrio'within flue assembly. See Limitation#1. .''". .0000. • • ...• 000. ....s Metal Panels and `••••• •• . ..:..' Accessories: Install the "Series 2000 Panel" and accessories in conplitace with tfisaIN1 nt ...... published installation instructions and details in Englart'g etion Manual. .' Flashings,penetrations,valley construction and other details"be c�� •••.:. in compliance with Roofing Application Standard RAS 13 3..Uate 10S of snap '....: sears shall be caulked with a mmrmum '/a" bead of elagmenc co� on ` sealant prior to installation of female leg of panel. o 0 Panels shall be installed with galvanize steel clips(3W long x 2 W wide x 1'/a" tall}, attached to substrate with (2) two corrosion resistirrt #10-16 self-tapping pancake screws of sufficient length to penetrate through the sheathing a minimum of 1/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table A. TABLE A N[Ammum DESIGN Mama Roof Areas Find Perimeter and Cornerl Maximum Desim Presses —62.3 pst —123.5 pg Maximum 24"o c. 3"o c. 1. la km sW M be allowed NOA No.:11-012&04 Expiration Date:03/10/16 Approval Date:03/10/11 Page 3 of 5 SYSTEM LEWTATIi4NS 1. Fire classification is not part of this accoptanca;refer to a current Approved Roofing Materials Directory for fire ratings of this product. j 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(ie. W perimeters,and corners).Neither rational analysis,nor extrapolation shall to permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corm's). 3. Panels may be rolls formed in continuous lengths from cave to ridge.Maximum lengths shall be as descrn'bed in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturees name and/or pogo,and the following fit: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. S. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Cale and Rule 913-72 of the Florida Administrative Code. b. Panels may be jobsite roll formed with machine model#if70602 from Englat Inc I 9999 0.66 9000.. ! .. ... 9999.. 9999.. . .6000 9999 9999 . . . 0 . 6 0 0000 0060 60066 0.06100 .. 0 00066 s0 00 06 . 00.0.6 0.0000 .0 0 • • • 6 • • :000:0. 00.0.0 • % 0 • • 000000 .. . NOA No.:l 1-0125.04 Expiration Dais:03/1016 Approved Date 03!1011 Page 4 of S DRAWINGS 13W PANEL 11' 31 3fir J a 13W —�11P2 — CUP FASTENERS SUBSTRATE PANEL WITH CUP& FASTENERS 0000 . 0000 0000.. .. 0000.. 0000.. W .. 0000 • 0000 0000. 0000. 00.0.0 *00000 09.00 0000 .. . 0000.• FASTENERS 0••0.0 • 0 0 • • •• • 00000• • • 0000.• • • • • 0000•• 0• 0 Snap Lod*Pane SERIES 2000 METAI.PANEL ENS OF THIS ACCEPTANCE NOA No.:11-012&04 Expiration Date:MOM Approval Date:OMWI PaSe 5 of S APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier. Fire0te Fire Barrier Coating,VersaShieie Fire_-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Stratavene Eliminator Nailable Venting Base Sheet,Ruberoie 20,Ruberoie SBS Heat Weld"`Smooth or Ruberoie SBS Heat-Weld m 25 base sheet mechanically fastened to deck as described below. Fastening Land S®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®#75 Base SIF= ny Options: nchor sheets attached to deck with approved annular ring shss at a fastener spacing of 9"o.c.at the pap staggered and in s the field. Design Pressure—45 psf.See General Limitation#7j GAFGLAS®Ply 4,GAFGLAS®FiexPly 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec"` #14 Fastener or Drill-Tee XHD Fastener and Drill-Tec 3"Steel Plate,Drill- Tee AccuTrae Flat Plate or Drill-Tec"`AccuTrae Recessed Plate installed 12" o.c.in 3 rows. One row is in the 2"side lap. The other rows are• equally spm'9 . . 0000 0000.. approximately 12"o.c.in the field of the sheet. • • 0 •• • • (Maxdmrim Design Pressure—45 psf.See General Lht*adon ... •.: •000:0 • GAFGLAS®FlexPly 6,GAFGLAS®#75 Base Sheet or any MUM anchor 9 ;0000; sheets attached to deck with approved annular ring shank mdls�aricf&caps at V`. ' ' fastener spacing of 9"o.c.at the 4"pap staggered and in two%ji f f.Q.c.in jg 0: *e:"- field. 990 990 0 990 99 0..009 (Maximum Design Pressure 525 psf.See General Ldmttatlab#A . 9' GAFGLAS®#80 Uitima Base Sheet,Ruberoid®20,RuberoiCrMoji Smo+ •• sheet attached to deck with approved annular ring shank nails ft4 tinCcaps ate... ;•••• fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in'4w' : Held. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tee#12 Fastener,Drill-Tec"`#14 Fastener or Drill-Tec"`XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec"`AccuTrac®Flat Plate or Drill-Tec"" AccuTrae Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the shut. (MaidWsum Design Pressure—60 psf.See General Limitation#7) NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 7 of 29 I i Fastening Any of above anchor sheets attached to deck approved annular ring shank nails j Options: and 3"inverted Drill-Tec•`insulation plates at a fastener spacing of 9"o.c.at the (Continued) 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General LhnUatdon#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec7#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec"`XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec AccuTrae Flat Plate or Drill-Tec" AccuTrae Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. t (Maxdmum Design Pressure--75 psf.See General Ldmdta&n#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Densityme EnergyGuard'm Polyiso Insulation,EnergyGuaie Polyiso RA Insulation, EnergyGuard m Polyiso RN Insulation,EnergyGuard m RA Composite Polyiso Insulation Minimum 1"thick N/A N/A Stractodek®High Density Fiber Board,EnergyGnave Perlite Recover Board Minimum%"thick N/A N/A EnergyGuard"Perlite Roof Insulation Minimum 31P thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbsJ100 fe. Please refer to Rooting Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final .... membrane substrate. Composite insulation panels may be used as a top layer placedavith thU000' ....�. polylsoeyanurate side facing down. GAF requires either a ply of GAFGLAS®Strai vent ..• Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuardVVgA to Roof �•� ••••�• Insulation or wood fiber overlay board on all polyisocyanurate applieations. �....� .... �....� Base Sheet: (Optional)Install.one ply of GAFGLAS®#75 Base Sheet,GAFtiLMAe#80 •"'� •��•�. Ultima Base Sheet,GAFGLAS®Ply 4,GAFGLAS FiexPiy iGArGLA '. • Suatavene Eliminator Perforated Venting Base �OaiddW)qoie hop .Smoo i 2 , u i S - eid §BS . �; Heat Weld m 25 directly over the top layer of insulation. Adhere with any ;••••• �� approved mopping asphalt applied within the EVT range and atq&Ad of 2040 o o • lbsJsq. (See General Limitation#4). •• • Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly 6, GAFGLAS®#80 Ultima Base Sheet,Ruberoido Mop Smooth, 0 adhered in a full mopping of approved asphalt applied within a range and at a rate of 2040 lbsJsq. Membrane: One or more plies of Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap"30 FR SBS Membrane,Ruberoie 30 FR,Ruberoie Mop Smooth,Ruberoid®Mop 11700 FR,Ruberoid®Mop Granule,Roofmatce SBS Modified Granular,Ruben0— - 'mop Plus,Ruberoie Mop FR or Ruberoie Dual FR fully adhered in an approved asphalt at an application rate of 251bJsq.t 15%. NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: 116/14 Page 8 of 29 Surfacing: Optional on granular surfaced membranes;required for smooth membranes. Chosen components most be applied according to manufacturer's application Instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq.respectively in a flood coat of approved asihalt at 60 lbs./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS®EnergyW BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. 3. Topcoat®Elastomeric Roofing Membrane,Topcoat®MB Plus(to be used as a primer with Topcot®Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at I to 1.5 galJsq. Maximum Design Pressure: See Fastening Options 0000 0000 0000.. 0000.. 0000.. .•:.. 0000 0000 0000 9 0000. 0000.. 90 9 0000. 90 99 90 . 0090V .99999 00 . 9 9 . 999999 090909 0 0 . 9 999999 90 9 0 900 • 9 0 . NOA No.:14-0611.01 a t, Expiration Date: 11AWIS Approval Date: 11-06/14 Page 9 of 29 HIAM MIAMI-DARE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Roan 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 _NOTICE OF ACCEPTANCE (NPA) ml ! °°� _GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: 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 right to 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 immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements 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: :GAF Ruberoie Modified Bitumen Roof System for Wood Decks 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 NW no change in the applicable building code negatively affecting the performance of this pro •* •0; d TERMINATION of this NOA will occur after the expiration date or if there has been ar dWbn or chani!In the materials,use,and/or manufacture of the product or process.Misuse of this NOA asi ericorsement of any •••• product,for sales,advertising or any other purposes shall automatically terminate this NOR, allure to Ghply .....• 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,*ho da,and t`oljowed �••;�� by the expiration date may be displayed in advertising literature. If any portion of the IJOA ig displgyed,then ....;. it shall be done in its entirety. • 000*0 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactuier or its dlsjrjbuj'�rs and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 ROOFING SYSTEM APPROVAL categmt Roofing Sub-Category: Modified Bitumen Vl,,,�tertal: APP/SBS Deck 3Y.: Wood Mallnum 2gM rg=re: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions b2damtkno Description Matrix` 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type H asphalt impregnated and coated Base Sheet (I meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima 39.37" ASTM D4601 Type H asphalt impregnated and coated, Base Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS®FlexPly`6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Mineral 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAe EnergyCap 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (l meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote7 GAFGLAS®Stratavene 39.37' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator"Perforated (1 meter)Wide with asphalt.Surfaced on bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory •'•••. perforations. • • •••• •••••• GAFGLAS®Stratavem® 39.37" ASTM D4897 A nailable,fiberglass 118se Sheet cSAU an Eliminator Perforated (1 meter)Wide both sides with asphilf.%ii'faced on tht• •••••• Nailable Venting Base bottom side with mine ,lVanules 0000 •••• Sheet embedded in asphaltiegggjitig. •....• 00:000 Ruberoid®SBS 39.37" ASTM D6164 Nonwoven polyestezUtCoated v4d, . 00:00 Heat-Weld"°Smooth (1 meter)Wide polymer-modified asplthalid sm8W•• 000000 surfaced. 0.0000 • • Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat Coate Vjt&:0 000*: • Heat Weld'"Granule (I meter)Wide polymer-modified as$halt Ud surfaced :••••: with mineral granules.00 0 •• :0: 0 0 RoofMatce 107 sq.ft. ASTM D6164 Non-woven polyester mat coated All 0 SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat Weld"`170 FR (I meter)Wide retardant polymer modified asphalt and surfaced with mineral granules.. NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 2 of 29 Test Product Product Dimensions Specification Descrh) on Ruberoid®20 I meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37')Wide with a glass fiber mat. Ruberoie 30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39:37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR I meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoie Enwrap'30 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire FR SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoide Dual FR 39.37"(i meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat®Elastomeric 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer used to block asphalt bleed-through. Topcoat® 5 gallons ASTM D6093 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut Fire Barrier 5,55 gallons Proprietary Low VOC,water-based fire barrier Coating coating. VersaShieie 42"x 100'rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection 0000 • . 0000 0000.. .•->.•• •• 0000•. 0000•• • • 0000.. 0000 0000 • . 0000 0000 0000. 0000.• •. . 0000• •. •• •. • 0000•. 0000•• . . • • 0000.. 000.00 • 0 • • • • 0 • 0000•• • • • II I�IIIIIII�I INO%No.:14-0611.01 Expirati m Date: 11/06/15 Apprm al Date: 11/06/14 Page 4 of 29 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnerMOiardm Polyiso Insulation Polyisocyanurate foam insulation GAF EnoWGume RA Polyiso Insulation Polyisocyanurate foam insulation GAF EneWGuae RN Polyiso Insulation Polyisocyanumte foam insulation GAF EnergyGuard7 Perlite Recover Board Perlite recover board GAF EnoWGuard7 Perlite Roof Insulation Perlite roof board GAF EnerWGuwe RA Composite Polyiso Polyisocyanuratetwood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. SecurocV Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"`#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tec#14 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-Tec XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. •••• 4. Drill-Tee Ac cuTrae Flat AZ-SS aluminized steel 3"x 3" ; •9QAF •••• •••••• Plate plate for use with Drill- . . Tec '#12 Fastener,Drill- ••• •• •• '••••• Tec"#14 Fastener and • • • Drill-Tec `#15 Fastener. 0 0 0.0 0 •00000 ••••• 5. Drill-Tec ASAP 3S Drill-Tec"°#12 fastener Various 90000CYAF 0. 0 •0:0•0 with Drill Tech 3" 00 9 0'0•' '0000 0 ..0..0 Standard Steel Plate. •00:0: • ••• 6. Drill-Tec AccuTraco Galvalume Steel plate for 3"x 3" 0 GAF :0.0:0 •••••• Recessed Plate use with Drill-Tec"` :0000: .. . 0 ... fasteners. • • • 7. Drill-Tec'"3"Steel Plate Round galvalume steel 3" GAF •0 0 stress plate for use with Drill-Tec'"fasteners. 8. Drill-Tec 3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec `fasteners. NOA No.:14-0611.01 Expiration Date: 11AW15 Approval Date: 11/06/14 Page 5 of 29 EvIDENCE SUBMITTED: Test AMCV Test Idendit Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 300.1276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies,Inc. GAF-020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity ERD G6850.08.08 ASTM D6164 08!29/08 G6850.08.08 ASTM D6163 08/01/08 66850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 040620.07.12-2 ASTM D6222 07/17/12 034140.04.11-2 ASTM D6163 04/25/j2•••, G31360.03.10 ASTM D6164 : •'03/31/14**" """ G34140.04.11-4 ASTM D4601 •„•.D4/25/11*'.: ••�0* 034140.04.11-5 ASTM D4897 ...;.p4/25/11 • G33470.01.11 ASTM D6164 ...01/13/11.00 ;••••; G6850.08.07-1 ASTM D3909 ••••a$/13/b?...' ..... G30250.02.10-3-R1 ASTM D3909 ••;••�1/26/j�•••� �•��•' PRI Construction Technologies LLC. ASTM D2178 GAF-314-02-01 :":'218/23/11 ' •. ASTM D2178 GAF-315-02-01 W230/21..:. •••••• ASTM D6083 GAF-245-02-01 •1)6 9 • ASTM D6083 GAF-084-02-01 07/081f)„5.• ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF-084-02-01 07/08/05 Momentum Technologies,Inc. ASTM D6162 AX04C9A 06/05/09 NOA No.:14-0611.01 Expiration Date: 11/06/13 Approval Date: 11/06/14 Page 6 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly T"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'Ar DensDeck® Roof Board or '/V Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL 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. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, el size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped..If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows lap one at each side l and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted Said reviled fastener shoat ...... shall utilize the withdrawal resistance value taken from Testing Application Stas TAS 1p&wd. •• calculations in compliance with Roofing Application Standard RAS 117. *00000 '.: 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requite of these areas. Fastener densities shall be increased for both insulation and base sheet asaade irk••••0 V000: compliance with Roofing Application Standard RAS 117.Calculations prepared,3r8w and seAed 60:660 by a Florida registered Professional Engineer,Registered Architect,or RegisterNIM Consufftf. •W0 0' (Wien this limitation is specifically referred within this NOA,General LlM&,tgon#9 wiif not "'0:' be applicable.) : 0 : 0 0 *00000 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination desips••• :0000: shall conform to Roofing Application Standard RAS 111 and applicable wind lo'ada%;tiremertXs... 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zonesKte.: field,perimeters,and cowers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-0611.01 Expiration Date: 11MI15 Approval Date: 11/06/14 Page 29 of 29 717=5 TGFU.RU153-Romig i E TGFU"R14153 ' Roofng Systems Page ft t= } Roofing Systems See Generat inf=atlon for Boom SMIIms GAPR14153 1 CAMPUS DR PARSIPPANY, NI 07054 USA "Ruberold®20"or"Ruberoid®20 HT' or"Rurberold®I Modified Base Suet"may be utilized as ao aitemate to Type G2 base sheets In any of the following Classifications. 1/2-in. thick(minimum) gym board or 1/4-In. thick(minimum) Georgia-Pacific Gypsum LLC"DensDedc®Roofboard," "DensDeck Prime® Roofboard"or"DensDeck DuraGuardm Roofboard" may be used in any existing noncombustibleClassification. When this Is done,the resulting roofing system is acceptable for use over chbu stible(15/32-in. thick minimum) roof . However,the butt Joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®&cofboard," "DersDecc Prime®Roofboarrl" "Der�dc DuraGuard'"" Rootboard"are to offset a minimum of 64n. with the butt Joints In the roof dedc. If polystyrene is part of the roof , It must be placed below the ovedayment board. i Multiple plies of"GAFGLAS®Ply 4"or"Tri-Pry®Ply 4"or"Tri-Ply®Ply 6" may be adhered to Ia-Pacific Gypsum LLC"DenhsDec k Roofboard," "DenwDedc Prime®Roofboard"or"Deiwl�eck DuraGuardT" Roofboard" in hot ming it. "EnergyGuancP"0 Ultra" is an acceptable alternate to"EpnergyGuard*" RF" in any applicable Ciassif dation. "GAF StrateventO Eliminators!Venting Base Sheet(lftilabie)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. ! "GAFGLAS®Perlite Insulation" may be utilized as a clover board over"EnhergyGuards" RP Irs<l+In any of the following systems. Unless otherwise indicated,the roof insulation is mecf�anlcaliy fastened,adhered with hot mops r asphalt or UL Classified urethane Insulation adhesive. Polystyrene refereed In any of the followtOg Classifications Induce"EnergyGuan:F"° Insulation". Unless otherwise Indicated,all Inflations may be adh with any UL Classified InsulationAdhesive per the ma rees installation Nation Instructions(excluding LRF Adhesive O) in any appli ble Non-Combustible Roof Dedc Cie siflcati References to-glass fiber insulation Include"EnergyGuard Fiberglass Insulation". • • •••••• •••••• "EnergyGuards"Tapered"Is an acceptable aftemate tq"EnwrgyGuard•"" in any applicable Classification. •• • •••• •• ASPHALT PELT SYST MS WITH HOT ROOMS A ALT ••+r•• • • • • •••• •••• • • Type G2 asphalt glass mat base sheet("GAFGL.AS®#75 Base Sheet"or"T rI-Ply®*75 Base Sheet",or" ® 8O �t ►") is 3 suitable aitemate for Type GI asphalt glass fiber ply*wet("GAFGLAS®Ply 4"or"Tri-Ply®Ply 40,ce"i�IP Ply 6° n pass l�s�•• or C row Systems indicated below. •• •• •• • •••••• The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet IGAF StraimmeAS BlminatoCs"Venting Sailf Sheet(Perforated)"or"GAF Stratavent®Biminatao ,Venting Base Sheet(Nailabie)." Peddratecil base shells to It loos%laid gr fully ah r:f• with hot roofing asphalt and nallable base sheets are t1D be mechanically attached grannie side do#m • • ••••• • • As an option Type G2 asphalt glass mat base sheet("GAFGLASO 875 Base Sheet"or"Tri-Ply®475 Base gtueel"®r"GAFGLASQ*801��; or"GAF Strateven tO EliminatW"Venting Base Sheet llabie)" may be shistituted for Type Gi asphalt glass fiber ply 1W(*•GAFGLAS® Ply 4"or"Tri-Ply®Ply 4" or"GAFGLAS®Ply W) as the nailed base sly In the following systems. Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. Unless otherwise Indicated,all insulations may be hot px)pped or mechanically fastened. "GAFGLAS®Flashing"or"R d®"may be used for flashing in any of the Class A, B or C sysWns listed below. When"penitis" is referenced,this Includes"GAFiEMIP PERMALMO"or any other UL Classified petite Inflation. Cnshed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a dedc In the fol"ng pass A, B or C systems lied over C- 15/32 or NC. The tate of gypsum board under any of the following Class A, B or C systems does not adverselyect the rating. The use of%-In. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 214-In. flick partite board and deck wits rosin paper(pedite/rosin paper/polystyrene/perlite) Is a suitable alternate for Loiyisocyanurate board in the following Class fA, B or C systems. tW .c my k"iFAVWiwnp d&USD(TIIFRAM TOFU.R14l hml#1 pRodkg+Sysbam&ob iOB388t9 MW.- 1l9 7/7120154 TGFU.R14163-RootkgS18NM Insulation:—One or more layers perlite, glass fiber,4-In. minimum, potyisocyanurate, urethane, periite/polyiso yanurabe composite, periite/urethade cornpbsite, IV2-1n. minima r Base Sheet(Optional):—One or more plies Type GI or Type G2 or Type G3" Membrane:—One or more plies"Ruberoid6 Torch" (Smooth or Granule) or"RuberoW Torch Granule Plus"or"Ru berotd®Mop" (Smooth or Granule)or"ituberoid®Mop Plu slGranule". Surfacing:—Gravel. 7. Dedra C-15/32 Incline: 1/2 � insulation(Optional):—One or more layers peritte,wood fiber,glass fiber, polyisocya�rurate, urethane, pediWpolytsocyanmate composite, perilte/urathanu canposite,wood Giber/polYlsocyanurate composite. 3I Baas Sheet:—Two or more plies Type G2 or Type G3. Py►Sheet(Optional):—One or more plies Type G1. Membrane:—One or more piles"Ruberoide Torch" (Smooth or Granule)or"Rube Torch Granule Plus"or"Ruberold®Nom" (Smooth or Granule)or"Ruberoid®Mop Plus;Granule". Surfacing:—"Karnak No. 97"applied at 1%to 3-gat/100-ft2 or gravel. 8. Deck: NC Incline: 1/2 Insulation:—One or more layers perlite, glass fiber, DA-In. minimum polyisocyanmate, xethane, periite/polytsocyanurate composite, periite/urethane composite, l+h-In. mirdmum.* Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ru beroidt Torch" (Smooth or Granule) or*Rub7o1dj Torch Granule Plus"or"Ruberoid®Nom" (Smooth or Granule)or"Ruberoid®Mop Plus:Granule". Surfacing:—Grandy"AL MB Aluminum Roof Coating"applied at 1 to 2-gal/100-ft2. 9. Dedu C-18/32 Incline: 1/2 i Laudation(Optional):—One or more layers perilte,glass fiber,3A-in. minimum, polyWocyanurate, methane, perlite/potylsocyaru rM composite,perlite/urethanu composite, phenolic, 1%-In. minimtaih. Base Sheet:—One or more plies Type G2"GAFGLAS®*75 Base Sheet",or"Tri-Ply®x`75 Base Sheet, tot mopped or mechanically fastened inpl ace. • " a Py/Shoot:—One or more pires Type G1 GAFGLAS®Ply 4 or"Tri-Ply®Ply 4 orr GAFiGLAS®Pty 6 hot mopped in place. Membrane:—"Rut>moldO Abp 170 FR"or"Rubercid®Dual FR"or"RutsrotdO Mop FRI or"Ruberoid®EnergyCapm Mop FR". Surfacing(Optionan:—"GAF Fibered Aluminum Coating" applied at 1%-9al/100-ft2 or GAF Weather Coat EmrlsIon"applied at 3- 1 ga/100-ftz. ill. Deck:GiS/32 Inde: 1/2 Insulation(Opttocei):—Pedite,fiber glass,polyisocyanurat e, urethane or peritte/poiyi$ocyanurate composite. Base Shoot-—One or more layers Type G2"GAFGLASO*75 Base Sheet" or"Tri-P" 75 Base Sheet"orType G3"GAFGLAS® P9n erat Surfaced Cap Shen"or"Tri-Ply® Mineral Surfaced Cap Sheet" tat mopped or mechanically fastened. Pyr Sheet(Optical):—One or more dies type G1, hot mopped in place. Membrane:—"Rubaroid®Mop 170 FR"or"Ruberoid®Dual FR"or"Ruberoid®Mop FR"f or"Ruberoid®EnergyCap''"° Plop FR. 11. Deck:C-15/32 Lam: 1/2 •••• e • Insulation(Optional):—Periite,fiber giass,.potyisocyanuratae, urethane orpertite/poiy*cyanmaf cojnl�ite, bMSR et a mlrinr of 6-In. from plywood dedc joints. •• • ••• • • Base Sheet:—One or more plies Type G2"GAFGLAS®*75 Base Sheet"or"Tri-Ply®#pS Base SISWO 'Type G3%FGLASA••i• Mlrerai Surfaced Cap Sheet"or"Td-Pty®NNnerai Surfaced Cap Sheet" hot mopped or meparrlcailyf . • . Pyr Sheet(Optional):—One or more plies Type G1, hot mopped in place •••••• Membrane:—One ply"RuberoldO Torch Srraoth"or"Ruberotd®Mop Smooth"or"Rubeiroid®MopIN80 1.5"edr IAteroid®Mop • Smooth Plus"or"Ruberotd®Dual Smooth". i •.•• •••• ••••• Membrane:—One ply"RuberoidO Mop 170 FR"or"RuberoidO Dual FR"or"Ru beroidO Mop FR"ew3•&6wokl@ as V a0- W4.** FR". •• •• •e • •••••• •••••• • •• • 12. Deck: NC Incline: 1 • • • e • • • • •••••• Insulation(Optional)•—Parke,fiber :Wood fiber, nuaate, methane ar perilte/poaf sopi� ••••poli ••• glass, pdyisocya i trurate torn te. • • Base Sheet:—One or more layers Type G2"GAFGLAS®*75 Base Sheet"or"Tri-Ply®#75 Base 9t�reet%or lypa.G3iGAFGLX(§ • Mineral Surfaced Cap Sleet"or"Tri-Ply® NNneral Surfaced Cap Sheet", tat mopped or mechanacaily fastened. •••• Phf Sheet(Optional):—One or more plies Type Gi hot mopped in place. Membrane:—One ply"RuberoidO Mop 170 FR"or"Ru beroidO Dual FR"or"Ruberoid®Mop FR"or"Rtlwok*EnergyCapTM Mop FR". 13. Deck:NC Inde: 1/2 Insulation(Optional):—Pedite,fiber glass,wood fiber, polytsocyanurate, urethane or pe riMe/polyisocyanmate composite. Base Sheet(Optional):—One or more plies Type G2 or Type G3 base sheet, toot mopped or mechanically fastened Pyr Sheet(Optional):—One or more plies Type G1 hot mopped in place. Membrane:—One ply"Ruberoid®Torch Smooth" (smooth)or"RuberddO Mop Smooths or"Rubemld®Mop Smooth 1.S"or "Ruberoict®Mop Smooth Plus"or"RW)emkl®"Duel Smooth". Membrane:—One ply"Ru berdd®Mop 170 FR"or"RuberoidO Dual FR"or*Rubemki@ Mop FR" or"Ru beroldO EnergyCoOm Mop FR". 14. Deck:NC Incline: 1/2 Laudation(Optional):—One or more layers perlite, glass fiber, polyisocyanutate, methane or peniite/potyisocyanurat3e composite, any thh*ness. tatip/ d.cinUo-bk&WhanpidM ISSXT/1FRAAA a=TGFU.R141s hortN RoEIbWn 1 78ad.. t FILO A, ENGINEERING& TESTING, INC. Phone:(W)781-6889•F=(866)784-M �rww.flo 2511 S.W.13'�Avenue Pompano Beach,n 33069 DATE: 7/08/15 JOB ORDER M 15-2217 CLIENT: Allied Roofing ADDRESS: Z801 N.W.556 Court-S#5W For Lauderdale.Ftorido 33309 PROJECT: Eddie Lewis Residence Fiat Wood Insulated Roof Deck ADDRESS: 9490 N.W.1s Avenue Miami Shores.Florida FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Prosect Itformation: Height= 10'to 18' Exposure: C Basic/lAtimate Wind Speed V„le=175 mph Length= 27', 13',& 12' Category. H Nominal Wind Speed:Vad=V„a*0.6 Width= 211,8"&6 Slope: <r (asd=allowable strength design) Parapet Wall: <3' Residential Kz=0.88,Kzt= 1.0,Kd=0.85 .Note. The most conservffMe dknendons were udited for the design cakuladons below. 1 Calcailadons: .... Velocity Pressure:q=0.00256*�KdV2 0000 Velocity Pressure(ud): q=0.00256(0.88X1.0X0.85X175f]=58.64 psf 000000 ' .. 0000.. Velocity Pressure(.d): q=0.00256(0.88X1.OXO.85X175*yb.6f]=35.19 p$t0.0 0000 0 0 0000 0000 0000.• 00.00. 00000 00000 Width of Ps�sureCoefficient: 0.1(211 = 2.P 00'00' 6.00;0 0.4(18) = 7.2' ) use: 3'0" 0 0000:. .000.0 0 0 . . Effective Wind Area: <1Of 6.66•• .. . For parapet height three feet(3)or larger,zone three(3)shall be tre W as zone two(2). External Present-Coefficient: Internal Pressure Coefficient: 1) GCPl = -1.0 1) GCPi = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 Page 2,7/08/15,Job Order#15-2217 ;zz AMM Roofing Eddie Lewis Residence-Flat wood Insulated Roof Deck 9490 N.W.1st Avenue,Mian l Shores,FL: Deft Pressures Based on Vasa: 1) Field PI = 35.19*[(-1.0)—(0.18)1=-41.5 psf 2) Perimeter P2 = 35.19*[(-1.8)—(0.18)1=-69.7 psf 3) Corners P3 = 35.19*[(-2.8)—(0.18)1=-104.9 psf Attachment Reouirvments Per RAS-117: Based on the requirements of N.O.A. #14-0611.01, System Type A(1), pg 7-9 of 29, Fastening Option# 1, with a maximum design pressure of-45psf, the following are our recommended fastening patterns to attach the proposed anchor sheet to the wood deck utilizing approved annular ring shank nails and tin caps: Field: 9"o.c. @ laps and 2 staggered rows 12"o.c. Perimeter. 9"o.c. @ laps and 3 staggered rows 9"o.c. Comers: 9"o.c.@ laps and 5 staggered rows 9"o.c. Notes: Comers and perimeter area dimension shall not be less than a=310" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). All work shall be m compliance with the local building code pr®$tr'c� control notice of acceptance and manufacturer gmi8icat grd FI ida. •••��• Building Code 2010 Edition. ...... ••••�• Wind load calculations based on ASCE 7-10, FBC 2010 "."in-forIn' • provided by client. ••••• •••• ••••• ...... .. . ..... All work shall be inspected by our field engineer d0 ••••�• representative) or a building department inspector to veM*Zjmplignce. with specifications. ...... .. Sincerel Re& • Ja ' P.E. Florida Engineering&Testing,Inc. Florida Reg.No.60223 Certificate of Authorization No.6923