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RF-16-2650 Miami Shores Village � � . , 10050 N.E.2nd Avenue NW �y Ti, vr Fiat Miami Shores,FL 33138-0000 APPIR, VE : Phone: (305)795-2204 - � oRw �E,& � � Expiration: 03126/2017 Project Address Parcel Number Applicant 45 NW 96 Street 1131010330420 Miami Shores, FL 33150- Block: Lot: HENRY MAIRENA Owner Information Address Phone Cell HENRY MAIRENA 45 N.W.96 ST. Contractor(s) Phone Cell Phone Valuation: $ 9,100.00 FLORIDA BUILDING&SUPPLY INC (305)885-4388 Total Sq Feet: 695 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF REAR FLAT ROOF ONLY Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-9-16-61479 CCF $6.00 09/27/2016 Credit Card $782.50 $0.00 DBPR Fee $3.75 DCA Fee $3.75 Bond#:3222 Education Surcharge $2.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $782.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICA ,P UMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA T: I ce ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zo ng. ut rmore,I authorize the above-named contractor to do the work stated. September 27, 2016 Auth !zed Si r Owner / Applicant / Contractor / Agent Date Biuildin Department Copy September 27,2016 1 L Miami Shores Village RECEIVE® Building Department SEEP 27 1016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y� y Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FRC 2014 BUILDING Master Permit No. Ovc �(o— zko 5'® PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC YROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS !OB ADDRESS: L14 J•w I (a Ci : Miami Shores Coun : Miami Dade Zip: 3-31450 Folio/Parcel#:it—3101 e to '.13—0 Gi 2 C> Is the Building Historically Designated:Yes NO Occupancy Type: Load: r 'Construction Type: Flood Zone: BFE: FFeEE: , OWNER:Name(Fee Simple Titleholder): ataiZ`/ d4uzeAJ4 Phone#: 7SG `? Address: 5 /JO Q� '5��T City: 14441 supz 5 -State: F—L- Zip: 3 315'd Tenant/Lessee Name: Phone#: Email: 2 �; CONTRACTOR:Company Name: y� �3t �D�.cJG c�'��G7 Phone#: Address: 1 X30 /,Jk) /07 4ytr- au T 6=1 City / ,4,Le444 e;zs�j&95 State: �LvR40.d zip: 330/$ Qualifier Name: �22 � a( U2T�G���"/� Phone#: X State Certification or Registration#: GC G D _Certificate3(a of Competency#: DESIGNER:Architect/Engineer: 014 Phone#: Address: City: State: Zip: Value of Work for this Permit:$_� Square/Unear Footage of Work: l®91J Type of Work: ❑ Addition ❑ Alteration 1:1 New ❑ Repair/Replace ❑ Demolition Description of Work: 'IZvOr— dC���rZ lZ�-r � 4!2, r Specify color of color thru tile: LA Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) �'/4 Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) /tel 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 uch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature " Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /�l�$4 �'Z 20 16 by � tip day of 59"#80-1 9 as#80- '20 �� by dA)IJO- d,41 F-44 who is personally known to --,who is personally knowRto 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: , sa"'':►ti;: ELMES BOLUFE ; ELMES BOLUFE •': MY COMMISSION#FF998964 Sign: Sign Print: a S June 05,2020 Print: t53 �m (407)39•0153 FkMaN x= Seal: Seal: *********rr*�*********�****� *** *s+rr *�rr�*tri*•****r•s***r1ti**rr*****�**�**w**esx****r*r*�4<**:************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD Gl V CCCO36955 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. ' Expiration date: AUG 31,2018 N N M PORTUONDO, ERROLJ FLORIDA BUILDING&SUPPLY INC V) 7500 NW 69TH AVE R-4 MEDLEY Fl.33166 0 ISSUED: Der0312016 DISPLAY AS REQUIRED BY LAW SEQ>1• 1-1608000D1549 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1513368 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2018 CATRANBONE, WILLIAM F FLORIDA BUILDING&SUPPLY INC fe LL 7208 GLENMOOR DR WEST PALM BEACH i=L 33409 M m - m issue: 0"2/2016 DISPLAY AS REQUIRED BY LAW SEQ L1 60602DDD1 340 m i W U) ACO FLORBUI-01 TGARRIDO `..�- CERTIFICATE OF LIABILITY INSURANCE I DATE W°°"""'' 9/26/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Teresa Garrido Collinsworth,Alter,Fowler&French,LLC PHONE 8000 Governors Square Blvd No 05)822-7800 Suite 301 362-2443 Miami Lakes,FL 33016 ADDRESS:tgarrido@caffllc.com INSURER(S)AFFORDING COVERAGE NAIC g INSURERA:Kinsale Insurance Company 38920 INSURED INSURER s:Wesco Insurance Company 25011 Florida Guiding&Supply,Inc 13530 NW 707th Avenue INSURER c:Commerce$Industry Insurance Company Unit C-4 INSURER D: Hialeah Gardens,FL 33018 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE IVSD YWD POLICY NUMBER MID Y LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 1000228002 09/01/2016 09/01/2017 PREMISES Eaacarrence $ 100,000 MED EXP(Arty one person) $ Excludedl PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,00 POLICY JECOT E]LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AtfroMo�� Eaacciderd LI $ 1,000,000 B X ANY AUTO P1231852 01/18/2016 01/18/2017 BODILY INJURY(Perperson) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NNONEED $ Per eocident $ UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 C X EXCESS UAB CLAIMS-MADE BE080476774 09/01/2016 09/01/2017 AGGREGATE $ 5,000,000 DED RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS•LIABILITY YIN STATUTE I IER ANY PROPRIETOR/PARTNERIEXEC MVE OFFICER/MEMBER EXCLUDED? INIAJ E.L.EACH ACCIDENT Is (Mandatory In K aE.L.DISEASE-EA EMPLOYE $ as,dite under OF OPERATIONS below E.L DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,AddUional Remarks Schedule,may be attached If more space is required) Roofing Liccense No.COC1513368 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATNE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SEP-06-2016 11:08 From: To:3057568972 Page:2/3 CERTIFICATE OF LIABILITY INSURANCE 9/6/2016 prew�eer: Plymouth Insurance Agency This Ce rotate Is lasered ae a matter of hlf nuation only and confam no 2739 U.S. Highway 19 N. rights upon toe CerMltate Holder. This Certificate dow Wert amend,attend Holiday, FL. 34691 or alter the coverage amrdad by the polldes below. (727)938-5562 Insurers mlording Coverage NAIC# Insured, South East Personnel Leasing, Inc. &Subsidiaries k"rerA' 20n lm mrte CaffWW 11075 2739 U.S.Highway 19 N. Insurer e: Holiday, FL 34691 rmufar : Inewer D: Intwrer E: Coverages Mice Peet m e�aet111�e OB8" °�, named ub�e tilt uealcsma. mg any req tam ar sm waw of raft dma nest'ham beers mdu by be iswsd or may Perm,no au„rau,oe d��ded W me PDIie�aeseslbed herein to au�eat to yid+hs te�mae. ares.an d�tla a d by Pa►d poems Agipagor INSR ADDL Policy Effbewun Pcticy p� LTR wsnp Type of Insurance Policy Number �e Oats Limits ENERAL LIABILITY (MM/DD/YY) (MM/DD/ Y) G Cemmerciai General Liability Each Claims Made13 Occur D&TAgetp'sPra (EA xaurencs) Med Dep enerel aggregate limit applies per: Personal Adv inluty Policy (3"ad ❑ Loc t'—malApDraBals MOBILE LIASIU Y cedibveash>4leunut AreyAum (FAAcddwo s An 0wW A.ft gpdyy I" Sdka4lad autos (per P4Wn) Hired Autos Scally InJury Narra7ttmedautnt OWAeddeed) kLEmpoh Damns denp EDCCESS/UMBRELLA LIAWLITY Ower ❑Owma Uwe �Dsduamw A Workers Compensation and WC 71949 01/01/2016 01/01/2017 Stat,- 0TH. Employers'Liability ER MY Prop►latar/I�d-wAve offlow/member Accident $1.000.00 excivaed7 NO It yes.deawibe under spial p►miono below. E.L Dlseasa-Ea Employee $1,000.000 E.L Disease-Polity Lbtdls s1.Ooo.000 othf r Lion Insurance Com an is A.M.Best from n Y rat9ed A- Ekt:ellent. AMB#12616 DOSCriptions of Operation ons/Vehidas/FxWUS Ons added by Endofeertrent/SPedal Provisions: age oily appu%to actim taro yee(s)of South am Peraomum Laa*s Inc&SuhsOtaHes#hat are leased to the fallow) °'Cleo[ Client ID: 92-674q6 Florida Wah ing a Sap^ins only applies to bViales!named by South Ew t personnel Llastng,lnc.&Subsidiaries aetve employe e(s;,while working In:FL. Coverage does not apply to SMUDry ef/ployee(s)or indepowaa cwetrad:0r(s)of the tit Company or any 0ter entity, A list of the ache enVkWee(s)ieased to the Owe Cathpany can be attained by fasting a request to(W)937-2138 or by exiling(727)938-5562. Probes[Name: ISSUE 00-06-16(CD) DER 7tF'SaTiE SERCANCEUATroN asita 7 31 2,13 MIANO SHORES BUILDING OEPARTMEMr SleauW tero daaabed pondea be ev4v%d bedore [newer MU emdearur m man 3o sari rwnce m rile a me e�qulradme seta tr+sroof,the feeukup efo 0o ett$n rawest no abRyadae es I et ��named tome teR tut taitare to 10050 NE 2ND AVENUE Y any land upon th 6ea m.its a or is MNMI SHORES, FL 33139 �. - s � � �,�►�S l�' ��g��` Ca Y'`�' ��r r� 9 I ��UV�� �. o �;� - ��� � � -�- �`� W4156 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 6360739 L B �= Tj _ BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES FLORIDA BUILDING&SUPPLY INC RENEWAL SEPTEMBER 30, 2017 13530 NW 107 AVE C4 6628243 Must be displayed at place of business HIALEAH GARDENS FL 33018 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS FLORIDA BUILDING&SUPPLY INC 196 SPECIALTY BUILDING-CONTRACTOR PAYMENT RECEIVED ERROL 1 PROTUONDO PRIES CCC036955 BY TAX-COLLECTOR a Worker(s) 3 $45.00 08/04/2016 FPPU09-16-007640 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 holders 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 6a-276. For more information,visit www miamidade gov/texcollector 004155 Local Business Tax Receipt Miami Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 6360721 BUSINESS NAME/LOCATION FLORIDA BUILDING&SUPPLY INC RENEWRECEIPT AL EXPIRES 13530 NW 107 AVE C4 62 235L SEPTEMBER 30, 2017 HIALEAH GARDENS FL 33018 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS FLORIDA BUILDING&SUPPLY INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED ERROL J PORTUONDO PRES CGC1513368 BY TAX COLLECTOR Worker(s) 3 $45.00 08/04/2016 n4 FPPU09-16-007640 This permitt or aocal c certification of the siness Tax holder'sconfirms qualificatioons,to do buthe siness.Holdcal er must complTax The y Receipt a not a license, or nongovernmental regulatory laws and requirements which apply to the business, P T any governmental The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 6a-276. For more inforetation,visit WWw miamtdade oov&A ollector Section A/B i Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" REcEIV ED Section A(General Information) SEP 2 71016 Master Permit No: Process No: Contractor's Name: I Florida Building & Supply, Inc Job Address: 45 NW Ust Street, Miami Shores, FL Roof Category ❑✓ Low Slope chanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic SA etal Panel/Shingles El Wood Shingles/Shakes El Sprayed Pone a 0 er: Roof Type ❑ New Roof ❑✓ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2) 650 Steep Sloped area (ft.2)1 N/A Total (ft?) 650 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, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 4' Corner Size (a'x a'): 23 �- Z0 1 �� BUILDING REVIEW APPROVED. DATZ/ Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope BUR Roof Systems) Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box. Roof System Manufacturer: Polyglass USA,Inc I Base Sheets) Product Approval(NOA): 13-1217.01 NOA System Type: C(2) Polyglass Elastoflex SA V Ma4erial: Wind UpliftPressures,From RAS 128 or Sealed Cakulatfons: Base Sheet Fastener/ Bonding Self Adhered (P1) Field: R? psf (P2) Perimeters: �' psf Ply Sheet(s): psf Polyglass Elastoflex SA V Maximum Design Pressure From NOA: -67.5 psf Ply Sheet Fastener/Bonding Material: (P2)Perimeter(a')Size: 4 ft. (P3)Comer Size: a' (x) a' Self Adhered Roof Slope: 1/8 Roof Mean Height: 10 ft. Top Ply Sheet: Parapet Walls: [E No ®Yes Parapet wall Height. N/A ft. Polyglass Elastoflex SA P FR -5/8"Plywood Deck- Top Ply Sheet Fastener/Bonding Material: LWIC Manufacturer: N/A Self Adhered Compressive N/A psi .Support Spacing: N/A fto/c Strength:- Optional Surfacing: Existing Roof(For Recovers Only): N/A N/A Fire arrier. Fastener Spacing for Base Sheet Attachment: N/A Vapor Barrier: Lap Spacing N/A (P1)Field: N/A in.o/c N/A Row N/A in.o/c Anchor Sheet: (P2)Perimeter: H in.o/c N/A Rows) N/A in.o/c N/A (P3)Comer. N/A in.o/c N/A Rows) N/A in.o/c Anchor Sheet Fastener/Bonding Material: N/A Wood Nailer Type and Size: Insulation Base Layer Size&Thickness: 2"x 6"PT Wood Runner N/A Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: 1/4"X 4"Wood Screws N/A -Galvanized Edge Metal- Insulation Top Layer Size&Thickness: T -3"Face 26 Gauge- Tapered Insulation Insulation Top Layer Fastener/Bonding Material: -METAL EDGE HOOK STRIP N/A- Mechanically Attached I Edge Metal Attachment: Number of Fasteners per Insul r 1/4"x 1-1/4"Ring Shank Nails Field: Z Perimeter: 1 S Comer: ® -PARAPET COPING METAL N/A- -COPING METAL SIZE N/A- -COPING METAL HOOK STRIP N/A- Parapet Coping Metal Attachment: N/A Reset Form Print Form Insulated Nailable Deck With Edge Nailer MIAMH AM NMI Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Roof Mean Height: ft. Drip Metal: 26 gauge Galvanize Dripedge Continuous Cleat: Top Ply N/A Interplies `� Surfacing: Base Sheet N/A ' Top Ply: t Anchor Sh137= Polyglass Elastoflex SA P ti� k Interplies: ;%11111111L �>` 4 4 Drip Metal Fpolyglass Elastoflex SA V ti � j Base Sheet: -.W- Continuous Fpolyglass Elastoflex SA V Cleat Top Layer of Insulation: Wood Mailer 1/8" Tapered Insulation Base Layer of Insulation: Floof Deck Wood Nailer: ti k Base Layer 2'x 6" PT Wood Nailers of Insulation --5 Wood Nailer Fastening: Top Layer of Insulation 1/4 74-Wood Screws Anchor Sheet: N/A Deck Type: 5/8th Inch Plywood Sheathing MLAM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Self-Adhered Roof System over 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 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 revises NOA# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-1217.01 Mwthaoanecounmr Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 1 of 33 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type l base sheet. Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type Il Polyanchor 250' x 48" ASTM D 4601 A polymer woven,high performance,synthetic base Type ll sheet. Elastobase P 65' 8"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS (1.5-mm) Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced, SBS PLUS FR Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V(1.5- 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified mm) Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified PLUS Type l bitumen membrane with a self-adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified SA Type l bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced, SBS Type l modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex SBS G SA 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced, SBS Type 1 modified bitumen membrane with a self-adhering back face and a granule top surface. NOA No.: 13-1217.01 CML"AM1�Aoe eounmr Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 2 of 33 Elastoflex SA P 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type 1 bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type 1 bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type 1 modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3' 33/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3' 33/8" ASTM D 6164, Self-adhered,fire-rated,fiberglass reinforced,SBS FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. Polyglass APP Base 65' 8"x 3' 33/8" ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. NOA No.: 13-1217.01 MAMMAD,COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 3 of 33 PG325 Cold Process 1,3,5,50, 55 gal. or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1, 3,5,50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz.spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1, 3,5,50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz.spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3,5,50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1,3,5,50,55 gal.or ASTM D4586 A thick, fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1,3, 5,50, 55 gal. or ASTM D4586 A thick, fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1,3,5,50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3,5,50, 55 gal.or ASTM D4586 A thick, fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1, 3, 5,50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1,3, 5,50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1,3,5,50, 55 gal.or ASTM D4586 A thick, fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. XtraFlex 50 Premium 1,3, 5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement Polyplus 55 Premium 1, 3,5,50,55 gal. or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement NOA No.: 13-1217,01 IN MLAMI-DADecouNrtY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 4 of 33 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC H-Shield CG Polyisocyanurate/perlite composite insulation Hunter Panels,LLC ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC. SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation NOA No.: 13-1217.01 MLAMI-OADE COUNTYM Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 5 of 33 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners 12, 14& Insulation fastener for wood, SFS Intec,Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2'/g"x SFS Intec, Inc. Hex Plate 31/455 3. 414 Roofgrip Insulation and membrane Various OMG, Inc. fastener 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3"square OMG,Inc. 5. Trufast 414 HD Fastener Insulation fastener for steel and Altenloh, Brinck&Co. wood decks U.S., Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh,Brinck&Co. Plate plate 3" round U.S., Inc. 7. Polygrip Fasteners 412,414 Insulation fastener for wood, Various Polyglass USA,Inc &#15 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. 2 7/8 " x Polyglass USA, Inc 3 '/4" NOA No.: 13-1217.01 MIAMMADE COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 6 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 1'/z-2 gal/sq TAS 140 Polyglass to add life and rejuvenate existing USA,Inc. BUR roofing substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used 1'/Z-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA,Inc. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof 1%2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof 1'/2-2 gal/sq ASTM D4479 Polyglass Coating Fibered coating. May be applied by brush or USA, Inc. spray equipment to rejuvenate aged BUR PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Roof Coating Type I USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824 Polyglass Coating Type III USA,Inc. PG700 Elastomeric Roof Coating A premium white elastomeric acrylic 1-1'h gal/sq ASTM D6083 Polyglass based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Emulsion Roof Coating emulsion two coats USA,Inc. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Coating emulsion two coats USA,Inc. PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gal/sq in ASTM D1227 Polyglass Roof Coating emulsion two coats USA,Inc. Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824 Polyglass Aluminum Roof Coating Type III USA,Inc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA,Inc. XtraFlex 60 Aluminum Roof Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Coating Type I USA,Inc. NOA No.: 13-1217.01 MAMFDADECOUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 7 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1'/2 gal/sq ASTM D6083 Polyglass Elastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-1%z gaUsq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component,moisture cure,fluid USA, Inc. applied silicone coating Polybrite 95 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. XtraFlex SRC 8000 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic approved asphalt at 601bs/sq Slag To be installed in a flood coat of 3001bs/sq N/A Generic approved asphalt at 601bs/sq MMM I•DADECOUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 8 of 33 EVIDENCE SUBMITTED: Test Agency Test Name/Report Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 117(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P1734.07.06-R1 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164/ASTM D6222 P10490.08.08 08.13.08 ASTM D6164/ASTM D6222 P10490.10.08-R1 10.03.08 ASTM D6222 P7400.03.08-R2 10.09.08 TAS 114(D)—ASTM D1876 P10070.10.08 10.09.08 ASTM D6222 P10490.10.08-2 10.30.08 FM 4470&TAS 114 P33970.03.11 03.15.11 ASTM D6163 /ASTM D 4601 P33960.03.11 03.15.11 TAS 114&TAS 117(B) 11757.12.00-1-R1 04.29.13 TAS 114&TAS 117(B) 11757.04.01-1-R1 04.30.13 ASTM D6164 P37590.07.13-1 07.02.13 ASTM D6164 P37590.03.13-3A 03.06.13 ASTM D6163 P37590.03.13-2-R1 02.05.13 ASTM D6222 P37590.09.13 09.12.13 ASTM D4601 /TAS 117 P45940.09.13 09.04.13 TAS 114&FM 4474 P41630.08.13 08.06.13 TAS 114(H) P13760.09.09 09.10.09 ASTM D4601 /TAS 117 P45970.05.14 05.12.14 PRI Construction Materials ASTM D6222 PUSA-061-02-02 01.28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 NOA No.: 13-1217.01 MIAMh)AD,COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 9 of 33 Membrane Type: SBS/APP Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with Sd common nails at 4"o.c. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener able 3 Density/ft2 Any approved Polyisocyanurate listed in Table 2 Minimum 1.5"thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 Approved High Density Wood Fiberboard Minimum 1/2"thick 1 1:1.33 ftz DensDeck Minimum%"thick 1 1:1.33 W Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex S V .5-mm or Elastoflex SA V PLUS FR,self-adhered. Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool APP S SA,Polyflex SA P FR or XtraFlex APP G SA,self- adhered. Or One ply of Polyflex G,torch-applied. NOA No.: 13-1217.01 CKMAMI-DADE COUNTY Expiration Date: 10/11/17 ...• Approval Date: 11/06/14 Page 19 of 33 Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -67.5 psf; (See General limitation#7.) NOA No.: 13-1217.01 MIAMI-DADECOUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 20 of 33 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 20-40 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,panel 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,one at each side lap 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 Ibf, 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 Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed 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). (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.: 13-1217.01 MIAM•DADE COUNTY Expiration Date: 10/11/17 �Filyuaf e Approval Date: 11/06/14 Page 33 of 33 �, f kms •:1 `C DYNATECH ENGINEERING CORP, .•y/ WWW DYNATECHENGINEERING.COM Date : September 21, 2016 Client : FLORIDA BUILDING AND SUPPLY, INC. Project : Residential Roof @ Address : 45 Northwest 96th Street, Miami Shores, FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Info: Ultimate Windspeed Vint= 175 MPH H = 10' Exposure: C Nominal Windspeed Vasa= 136 MPH L = 35' Risk Category: II W= 23' Slope: < 70 KZ= 0.85 Kd= 1.0 K,z= 1.0 Parapet Wall: <3' Roof deck: Wood Design Calculations: Velocity Pressure: q = 0.00256 (0.85) (1) (1) (136)2= 40 PSF Width of Pressure Coefficient: 0.1 (23') =2.3' 0.4 (10') =4.0'} use 4'-0" Approximate Tributary Roof Area: <10 Sq. Ft. For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7-10) 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINffi2ING.COM I EC Page No. 2 45 Northwest 96t" Street, Miami Shores, FL External Pressure Coefficient: 1) GCP, = - 1.0 2) GCP2 = - 1.8 3) GCP3 = - 2.8 Internal Pressure Coefficient: # 0.18 Design Pressures: 1) Field : P1=40 (- 1.0 #0.18) _ -47 PSF 2) Perimeter: P2= 40 (4.8 # 0.18) _ -79 PSF 3) Corners : P3=40 (-2.8 #0.18) = -119 PSF Attachment Reguirements: Based on N.O.A. # 13-1217.01 page 19 and 20 of 33; the following are our recommended fastening pattern: Insulation Board Field fast/ board Perimeter fast/ board Corners fast/ board 4' X 4' 12 15 22 4' X 8' 24 30 44 2 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:YNFOODYNATECHENGINEERING.COM 1 EC e Page No. 3 45 Northwest 96th Street, Miami Shores, FL General Notes: Perimeter and corner area dimension shall not be less than a= 4'-011. All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code 2014, EP edition. Wind load calculations are based on ASCE 7-10 and information provided by client When light weight concrete; NOA maximum design pressure is less than calculated perimeter and corner area pressures; fasteners must be attached through the light weight concrete and into the structural deck. All work shall be inspected by our field engineer or City Inspector to verify compliance with specifications. In the event of exposed ceilings; the engineer must be notified to verify applicability of fastening pattern and penetration. Sincerely yours, Wissam Naamani, P. E. a� c` cis DYNATECH ENGINEERING CORP. � Engineer Florida Reg. No. 39584 0 o1` Special Inspector No. 757 �' - �`•��� Certification of Authorization No.:CA 5491 PROT- �1�IIIIl1���� 3 750 WEST 94TH STREET.HIALEAH.FL 33014 PHONE(305)829-7499 FAX(305)829-9598 EMAIL3NFOODYNATECHENGINEMUNG.COM � ` EC MlAME "Delivering Excellence Every Oay" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. U�] 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current 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). E] 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. CaP5. Ponding water: The current roof system and/or deck of the building may not drain well and may e to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. P 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ded from a build up of water. Perimeter/edge walls or other roof extensions 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. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the irkerior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: 09 / 08 / 2016 Contractor's Signature: Permit Number: Property Address: 45 NW 96 Street, Miami Shores, FL 33150 BEEF—! (l�lr'a�<ervg��e g,f?„v�-F E,Esa baa" MIAMI- DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. to Aestheties-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2< Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. I WA 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. E 5e Ponding water-: The current roof system and/or deck of the building may not drain well and may cau e water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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 o£ Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ' Ventilation: Most roof structures should have some ability to vent natural airflow through the 4ierEio�rdoithe structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: 09 / 08 / 2016 Contractor's Signature: Permit Number: Property Address: 1 45 NW 96 Street, Miami Shores, FL 33150 5` Miami Shores Village lot pin" Building Department took' 10050 N.E.2nd Avenue �'l"pR ► 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 Date: 2(10 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: 5N"'tk Property Address: Ql!� P`J`, 9(-$ y►°v p►-►�; '�,ov�� 'L 1 �U Roofing Permit Number: Dear Building Official: IW-k 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. o 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) �V'� Jature Print Name State of Florida County of Dade The undersigned, ging the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this bOWIFE •�4 •�'c MY COMMISSION#FFM964 EXPIRES June 05,2020 Notary Public, Sate of Florida at Large L. Froridallot. • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than$300,000.00,and the budding was not constructed with FBC nor a 1994 SFBC.Tion you must provide a building application from a General Contractor for the Roof to Wali connection Hurricane Mitigation. Revised on 5/21!2009 Property Search Application - Miami-Dade County Page 1 of 5 OFFICE RRP OF THE P ERTY APPRAISER Detailed Report Generated On :9/26/2016 Property Information Folio: 11-3101-033-0420 i 45 NW 96 ST Property Address: Miami Shores,FL 33150-1713 Owner HENRY MAIRENA& JANET MAIRENA 45 NW 96 ST Mailing Address MIAMI SHORES, FL 33150-1713 Primary Zone 0800 SGL FAMILY-1701-1900 SQ c Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/210 Floors 1 Living Units 1 Actual Area 1,928 Sq.Ft Living Area 1,928 Sq.Ft Adjusted Area 1,928 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2016 2015 2014 Year Built 1939 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $210,063 $208,2561 $206,207 Year 2016 2015 2014 School Board Land Value $252,724 $186,714 $155,595 Exemption Value $25,000 $25,000 $25,000 Building Value $134,189 $134,189 $130,719 Taxable Value $235,063 $233,256 $231,207 XF Value $25,592 $17,893 $17,933 City Market Value $412,505 $338,796 $304,247 Exemption Value $50,000 $50,000 $50,000 Assessed Value $260,063 $258,256 $256,207 Taxable Value 1 $210,063 $208,256 $206,207 Regional Benefits Information Exemption Value 1 $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $210,0631 $208,2561 $206,207 Save Our Homes Assessment $152,442 $80,540 $48,040 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 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: http://www.miamidade.gov/propertysearch/ 9/26/2016 Property Search Application- Miami-Dade County Page 2 of 5 YOFFICE OF THE PROPERTY APPRAISER Generated On:9/26/2016 Property Information Folio:11-3101-033-0420 Property Address: 45 NW 96 ST Roll Year 2016 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-14.25,R-15 0800 1 Front Ft. 1100.001 $252,724 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 1,412 1,412 1,412 $98,275 1 2 1956 516 516 516 $35,914 Extra Features Description Year Built Units Calc Value Wall Brick 2002 330 $5,874 Patio-Concrete Slab 1962 1,846 $4,430 Pool 6'res AVG 3-8'dpth,plain feat 250-649 sf 1962 1 $15,000 Patio-Concrete Slab 1939 120 $288 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: http://www.mianiidade.gov/propertysearch/ 9/26/2016 Property Search Application- Miami-Dade County Page 3 of 5 � OFFICE OF THE PROPERTY APPRAISER Generated On:9/26/2016 Property Information Folio:11-3101-033-0420 Property Address: 45 NW 96 ST Roll Year 2015 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-14.25,R-15 0800 Front Ft. 100.001 $186,714 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 1,412 1,412 1,412 $98,275 1 2 1956 516 516 516 $35,914 Extra Features Description Year Built Units Calc Value Wall Brick 2002 330 $3,564 Patio-Concrete Slab 1962 1,846 $3,877 Pool 6'res AVG 3-8'dpth,plain feat 250-649 sf 1962 1 $10,200 Patio-Concrete Slab 1939 120 $252 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/26/2016 Property Search Application- Miami-Dade County Page 4 of 5 - - . OFFICEOF THE APPRAISER Generated On:9/26/2016 Property Information Folio: 11-3101-033-0420 Property Address: 45 NW 96 ST Miami Shores,FL 33150-1713 Roll Year 2014 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-14.25,R-15 0800 Front Ft. 100.001 $155,595 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 1,412 1,412 1,412 $95,734 1 2 1956 516 516 516 $34,985 Extra Features Description E2002 Units Calc Value Wall Brick 330 $3,604 Patio-Concrete Slab 1,846 $3,877 Pool 6'res AVG 3-8'dpth,plain feat 250-649 sf 1 $10,200 Patio-Concrete Slab 120 $252 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/26/2016 Property Search Application-Miami-Dade County Page 5 of 5 may: . . OFFICE Generated On:9/26/2016 Property Information Folio: 11-3101-033-0420 Property Address: 45 NW 96 ST Full Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 21 &W1/2 OF LOT 22&E25FT OF LOT 20 BLK 130 LOT SIZE 100.000 X 115 OR 21077-4457 03 2003 4 COC 21352-2344 05 20031 Sales Information Previous Sale Price OR Book-Page Qualification Description 05/01/2003 $299,000 21352-2344 Sales which are qualified 03/01/2003 $0 21077-4457 Sales which are disqualified as a result of examination of the deed 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/infoldisclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/26/2016 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271788 Permit Number: RF-9-16-2650 Scheduled Inspection Date: December 15,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: MAIRENA, HENRY Work Classification: Flat Job Address:45 NW 96 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010330420 Project: <NONE> Contractor: FLORIDA BUILDING&SUPPLY INC Phone: (305)885-4388 Building Department Comments RE-ROOF REAR FLAT ROOF ONLY Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-268826. CREATED AS REINSPECTION FOR INSP-268014. Not ready for inspection. -missing cleat on 4"drip edge. -need to provide uplift test for roof tiles at connection with low slope roof. Failed Workers were using foam from a can to install the tiles. 11-23-2016 Same as above. Correction ❑ Needed Re-Inspection e�-�t1 Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 14,2016 For Inspections please call: (305)762-4949 Page 14 of 33 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _oEC DYNATECH ENGINEERING CORP. _��� W W W.DYNATF-CHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS-106 MIAMI,October 24,2016 PERMIT No. CLIENT:Errol Portuondo:FLORIDA BUILDING&SUPPLY INC.: 13530 NW 10711'Avenue,Suite C-4, Hialeah Gardens,FL 33018 PROPERTY ADDRESS:Partial perimeter areas only:45 NW 96TH STREET MIAMI SHORES,FL 33150 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By:JM/DB Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and rooftop traffic Test No. Test Location Field Uplift Pull Test Test Result N/A' Field See Sketch Below N/A N/A N/A Corner See Sketch Below N/A N/A 1 - 10 Perimeter See Sketch Below >Than 35 LBS Passed N/A Ridge caps See Sketch Below N/A N/A ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOF SKETCH EXISTING ROOF TILE AREA NOT TESTED 6 7 9 10 S I 2 3 4 EXISTING FLAT ROOF AREA NOT TESTED � � � S' 1 yours,, e 0 STATE OF Wiss aamani,P.E. DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 Special Inspector No. 757 750 wEBT 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL•INFO®DYNATECHENOINEERING.COMEC �/ Page 1 of 1