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RF-15-2315 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252066 Permit Number: RF-9-15-2315 Scheduled Inspection Date: February 04,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GABRIELA SABATE, GUILLERMO Work Classification: Tile w' UArIA Job Address:89 NW 106 Street Miami Shores, FL 33150- Phone Number Parcel Number 1121360060170 Project: <NONE> Contractor: BILANTAR INC Phone: (305)335-7812 Building Department Comments CLOSING PERMIT RF14-129 Infractio Passed Comments INSPECTOR COMMENTS False RE-ROOF CONCRETE TILE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-248166. CREATED AS REINSPECTION FOR INSP-247378. CREATED AS REINSPECTION FOR INSP-243320. No permit/ladder Missing uplift test Failed ❑ Replace broken tiles Ladder must extend min 36"above roof line Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 03,2016 For Inspections please call: (305)762-4949 Page 25 of 35 t ` AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 r Re: Owner's Name Property Address NuJ ��b � Roofing Permit Number Dear Building Official: I Roberto Toth certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qu 'ng Agent Ir"-� Bilantar, Inc. L Signature of Qualifying Agent CCC1327714 Roberto Toth Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this l 5tt5 day of pp�� (� , (SEA`. `, ,��R' N e V r '? t / ql m. . P'Ier!onally known or Produced Identification CiDncu ae and Selling-My Documents SmtisticsGtnphs_PRoofing AIYdavit Compliance-92607Fillahle.doc A-1 CONSULTING ENGINEERS, INC f,r _4 P ROOF STRUCTURES CONSULTING - �- � ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: Job Address: Roofing Co ctor: � t�,.,, ��✓� Type of Tile: 1, GCT 11:7 Date installed: Approximate Roof Height: feet Roof Pitch: ®moi Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST FEST LOCATIO UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 ,4 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 1 54 79 104 129 , 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 1 140 16 41 66 91 / x,16 ' j 141 17 42 67 92 917 142 18 43 68 93 1 143 19 44 69 94 119 144 20 45 70 95 1=,_ �1t'' 9 c� I(t .I ne 21 46 71 96 �„ro 121 146 22 47 72 97 — 147 23 48 73 98 ) ,,}� 148 24 49 74 99 124 149 25 S 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A.Martinez P.E.#031509 A-1 CONSULTING ENGINE C. Lab. Certification#07-0 .03Renews:01-1224.05 4383 W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 •SPANISH: Cell (305) 498-9804 ♦ • 1 —A CONSULTING ENGWE-ERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-1224-5 4393 S'VNT 70 CT,. X11 II FL. 33155 TEL.305-40 9550 FAX3054€40-95,51 Owner's name: Permit#: job address: 89 NW 106 5T MIAMI SHORE FL Roofing contractor: DILANTOR ROOFING T, pe of tile: DOUBLE LF RI LL Date installed: Approximate roof height- 12 Beet Roof pith: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 17 ft2 Required testing force: 35 Ibs Date tested: 10/28/2015 Number of tests: 52 37 3.. 32 33 34 35 29 30 31 22 1419 50 47 2 21 27 40 3 2 1 23 51 52 a 7 5 5 4 24 26 9 10 11 12 25 13 15 17 1a Revised,: ASH Date: 10/28/2015 A-1 CONSITLT71NG ENGINEERS INC. ROOF STUCTURES CONSULTING17PLEFT TEST E)CPERTS LAB. CERTIFICATION 1' 0.01-1 4383 SW 70 CT,XELAXII FL. 33155 TEL.305-740-9550 F ,35-740-9550 Owner's name: Per t#: job address: 89 NW 106 ST MIAMI SHORE FL Roofing contractor: DILANTOR ROOFING TV DOUBLE ROLL I pe of tile: Date installed: Approximate roof height: 12 feet Roof pitch. 3/12 Tipe of access to roof: Scaffold: Ladder: Other- Approximate square footage of roof.- 17 ft2 Required testing force: 35 flys, Date tested: 10/28/2015 Number of tests: 52 36 37 32 33 31 35 34 4 46 29 30 22 49 50 47 34 3 21 Z7 7 35 1 40 3 2 13 7 6 5 26 52 52 4 5 4 24 10 11 12 25 13 16 :17 13 Revicecl: ASH Date: 10/28/2015 From:Israel Bilencieri Fax:(305)690-5986 To:Miami Shores Village Br Fax: +1 (306)756.8972 Page 1 of 1 01/25/2016 2:27 PM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1!'25/2016 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 WANED, 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 Smg Insurance Solutions, LLC. ID: (TLR) CONTACT Aimee Gra c/o TLR of Bonita, E-MA Inc PHONE FAX 700 Central Ave Suite 500 IL 0 727-520-7676 x 222 A/C No): 727-525-3862 St. Petersburg, itL 33701 ADDRESS: INSURERS AFFORDING COVERAGE WC* INSURED INSURER A: SUNZ Insurance Company 34762 TLR of Bonita, Inc INSURER B: Aspen Re-London-Best Rating"A+" EnterpriseHR2 INSURER C: Chaucer Syndicate-Lloyds-Best Rating"A+" 700 Central Avenue Suite 500 S �2J`� INSURER D: Farads Syndicate-Lloyds-Best Rating"A+" St. Petersburg FL 33701 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 28256502 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 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE WVD POLICY NUMBER M/DDIYYYY M/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F1 OCCUR D _5HhNIED PREMISES Ea occurrence $ MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GEN'L AGG REGATE LI MIT APPLI ES PER: POLICY E PRO- GENERAL AGGREGATE $ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acddent ANY AUTO ALL OWNED BODILY INJURY(Perperson) $ SCHE AUTOS AUTOSDULED BODILY INJURY(Peraccident) $ HIRED AUTOS NON-OWNED AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAMS MADE AGGREGATE $ DED RETENTION$ A WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY WCPE00000001 11 6/1/2015 6/1/2016 ❑ STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBEREXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) fyes ..describeunder E.L.DISEASE-EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below B WorkersCompensation E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Excess Coverage This is for informational purposes p and nothing shall create any right under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Coverage Provided for all leased employees but not subcontractors of:BI LANTAR CONSTRUCTIONS USA LLC Client Effective: 1222/2015 CERTIFICATE HOLDER 1010 CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE V11TH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 28256502 1 Kaster certificate I Aimee Gray 11/25/2016 12:99:00 RM (CBT) I page 1 of 1 Q-F fs CERTIFICATE OF LIABILITY INSURANCE �--�-- BATE tMMIDDNYYYJ THIS CERTIFICATE IS ISSUED qS A jl�q i rER OF INFORMATIOM1I ONLY AND CONFERS NO RIpHT3 UPON THE CERTIFICATE HOLp ;" CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE HE COVERAGE AFFORDED BY THE POLICIES 6 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTH(�RIZEDIS REPRESENTATIVE OR PRODUCER,.AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL NSUREDjhe poiicy(1es)must be endorsed. If SUBROGATION IS Wgi4/Ep sup to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not canter rights to the certificate holder in lieu of such endorsement(s). _- PRODUCER — _ CONTACT_...--:`-`---------.-..-_..____._._...__._._.�_ First Insurance Group -NAME* • minam mesa PHONE — _..._._... --_-----._._.-_ _ 10967 SW 40 St (305}221-7878 �TFax _...........-.._..___ -MAR. _._................._ [ ALC.Not (305}554-7090 Miami,FL 33165 ,9PRgF. -____mlriammesai�aol,com -- Pt10ne (305)221-7875 `INSURER S AFFORQlNG COVERAGE '........... __.___. -- Fax (3055547090 _.1!._ _.._Naic#_._....... INSURED __...__.___._ ____........_.-__. INSURER A: INTERNATIONAL INSURANCE COMPANY ___._._.___. ...._.._.....__.___....._._ ILANTAR INC _nasuReg s: _...__._._...._.._._. _.._._._.._...--. __._. 20200 NNW2 Ave Suite 402 INSURER C!NSURER D: --------- __,.__._..._.._.._..._.._.__. Miami,FL 33169- 305 -INSURER E COVERAGES -_� " CERTIFICATE NUMBER: INSURER F — THIS IS TO CERTIFY THAT THE PO ESICU qF INSURANCE LISTE©BEl.OVI,HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD REVISION NUMBERt INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM 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, ,-_..I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAEMS. ..........__.. INSR ADD UBR LTR - TYPE OF INSURANCE POk►CY NUMBER _ GENERAL UABIkn Y POLICY EFF POLICY ExP MMI YY MMIODIYYYY LIMITS ® COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 -` A ❑❑ ❑ CLAIMS-MADE ❑ OCCUR N DAMAGE TO RENTED PRE MISESlE�occurrenct� $ 100,000.00 IG0EA007030 01 MED EXP(Any one person 5,000,00 -- 11/21/2015 11/21/2016 PERSONAL&AD INJURY $ 1,OOO,oOO.00 ...............__ GENERAL AGGREGATE_ — $ 2 tXK},OOO.00 GEML AGGREGATE LIMIT APPLIES PER: _._..... t_.__.. _...-__._._... POLICY ❑ O ❑ LOC PROQUCTS-COMP/OP AGG $ 2,0�,�0.00 - _ ._. AUTOMOBILE UABILITY ❑ (Ea aBccNidEeDM�—SING-�LIMANY AUTO ❑ ALL _ AUTOS OWNED ❑ SCHEDULED BODILY INJURY(Per person) $AUTOS - ❑ HIRED AUTOS ❑ NON-OWNED BODILY INJURY(PeracciderR s ElPROPER DAMAGE $ acc'em Per UMBRELLA LIAB ❑OCCUR $ EXCESS LlAB E] IMS•MADE EACH OCCURRENCE $ DEO ❑ RETENTION$ AGGREGATE $ WORKERS COMFENS4TION AND EMPLOYERS'LIABILITYI N -- __......_........_....._. _.__ __ _ .. $ ANY PROPMETORIPARTNEWEXECUT VE WC STATU- DTH• — OFFICERIMEMBER EXCLUDED? QU . (Mandatory In NH) j`� N i A E.L.EACH ACC DENT 9 yyeess descnbe under !_—J _E _.._._DESCRIPTION OF OPERATIONS below E.L.DISEASE-Fal EMPLOYE $ -- -- _.__—__... E L.DISEASE•POLICY LIMIT $ DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES(Attach ACORD 101.AddRtonal Remarks Schedule,If more CC-1327714 space is required)— CERTIFICATE HOLDER _...__..._...-- .....- ._..__...__._......_..---------- ............_._........... -- --------.........._.._......_...... I .CANCELLATION ---~-------- MIAMI SHORES SHOULD ANY OF THE ABOV�yDLICIES BE CANCELLED BEFORE THE EXPIRATION DATE T REr*,TIA'W OIC LBE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THOLICYPI,�rA,9IONS. 10050 NE 2 AVE L' S1..-C' ..._...._. ..._.._._ __.........---_ _._..-- ...._...__.__.. MIAMI SHORES VILLAGE FL 33138 AUTHORIZE0 REPRESENTAkVH ......_..._ _..._._.__...- .................._........... ACORD 28(2010/05)OF ©1988 201 C RATION. All rights reserved, The ACORD nj nd logo are registered marks of ACORD �v ROBERTO CARLOS TOTH, PE. Y FL LIC No. 77032 17814 NW 74th Ct, Hialeah, FL 33015 * PH (305) 335-7812 ROOF INSPECTION Miami, October 6th 2015 t---7 To: Miami Shores Building Department 10050 NE 2nd Ave Miami, FI 33138 Ref. Roofing Permit 2015027344 Guillermo Almada 89 NW 106 ST Miami Shores, FL 33150 Dear Building Department Official: This letter is issued to inform you that I Roberto Toth, had been retained by owner's agent to perform a visual inspection on the roof at the above referenced property. On October 6th 2015, 1 performed a visual inspection at the referenced site. Below please note my findings of the above referenced inspection: Low Slope Roof 1. A#75 felt was nailed with 1 W ring shank nails: field at 4" o.c. at the laps and two rows at 6" o.c. perimeter at 4" o.c. at the laps and four rows at 4" o.c. corner at 4" o.c. at the laps and four rows at 4" o.c. 2. A 3" x 3" Eaves Metal nailed with 1 W ring shank nails at 4"-6" o.c. 3. Two (2) Fiberglass ply 4 mopped with hot asphalt 4. One (1) Capsheet mopped with hot asphalt 5. The wooden deck was nailed with 2-8d nails each plank. ROBERTO CARLOS TOTH, PE. FL LIC No. 77032 17814 NW 74th Ct, Hialeah, FL 33015 '`PH (305) 335-7812 Slope Roof 1. A#30 felt was nailed with 1 W ring shank nails at 6" o.c. at the laps and two rows at 12" o.c. 2. #90 felt was mopped with hot asphalt and nailed with 1 W ring shank nails at 4"-6" o.c. on the overlap 3. The wooden deck was renailed to have at least 2-8d nails each plank. Roof covering is well adhered and does comply with the Florida Building Code. I appreciate the opportunity to have been of service and look forward to assisting you in any way possible. If you have any questions or comments concerning this report, or if I rq�ytb�bf�Fj�Jther assistance, please contact me at your earliest convenie; `�a�t�W6 4?8'1412 Sincerely,�o� CENS .�0 No. 77032 S r , c � Robertorj� `��` Florida PE licghs,e n�.lnZ r 77032 3. Pernik - RF_g-�1 't; ORESr Miami Shores Village PCfnit 7yF(Qi g`n 10050 N.E.2nd Avenue NW ac Wt?*ao, fC4lli7 Til h i MiamSores,FL 33138-0000 .. =: P It Situs:APPROVED ` Phone: (305)795-2204 BORIDA - g Expiration: 3/26/201 Project Address Parcel Number Applicant 89 NW 106 Street 1121360060170 Miami Shores, FL 33150- Block: Lot: GUILLERMO ALMADA GABRIEL Owner Information Address Phone Cell GUILLERMO ALMADA GABRIELA 3966 PARK Avenue ...... MIAMI FL 33133- J11 3966 PARK Avenue MIAMI FL 33133- Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 BILANTAR INC (305)335-7812 __.._.._.... _ ._..,,...__ Total Sq Feet: 1900 Type of Work:Re Roof Available Inspections: Additional Info:CLOSING PERMIT RF14-129 Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,80 DBPR Fee Invoice# RF-9-15-57050 $4.13 09/28/2015 Check#:4128 $313.08 $0.00 DCA Fee $4.13 Education Surcharge $2.80 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $313.06 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform an is accurate n t at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above a d ntra t o he work stated. September 28, 2015 Authorized Signature:Owner / Applicant / Contractor / g t Date Building Department Copy September 28,2015 1 {- - Miami Shores Village Building Department FBY:--' �,- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 '. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 54-tj BUILDING Master Permit No. J?- PT — PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC /ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N tk) d 0(f, City: Miami Shores r County: Miami Dade zip: �Folio/Parcel#: ) VC Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 02), all-e(mo U Phone#. Address: I ik) VA-P �k City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: X11 1 �''la� Phone#: l /tC Address•)—(.' C& m co J2' )� W ® ® City: ��I l.(6.n I �t'►��I�� State: �� Zip: �33 Cr;'C' Qualifier Name: 0 4-0 Phone#( State Certification or Registration#: Certificate of Competency#:_ DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: s '1�'' a S c6n" Specify color of color thru tile: Submittal 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$ a) - 0�0 (Revised 02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. l�1 1, Signature I Signature i1OWN ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of I r I� ,20 by 1'Al�da]y of l� fr'1� r_,20 , by rmhi �`L f � 6afiio is personally known to r'1(. A " ' who is personally known to me or who has produced as /rrf'e pr who has produced as identification and who did take an o identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign: Print Ld � Print: u� `,��y'� � Nohe y Caldera Seal: �o�P... G'" : Seal . .� = _ COMMISSION # FF190254 COMMISSION # FF190254 ,: oQ EXPIRES:January 15,2019 EXPIRES:January 15,2019 ';;;ora;�� www.AARoNNOTARY.COM WWW.AARoNNOTA .COM 1�1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department Al'j14 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. n PERMIT APPLICATION Master Permit No. plp 19—/ 2 Permit Type: BUILDING ROOFING JOB ADDRESS: 89 NW 106 St City: Miami Shores County: Miami Dade zip: 33150 Folio/Parcelk 11-2136-006-0170 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):Guillermo Almada Phonek Address:3966 Park Ave City: Miami State: FI Zip: 33133 Tenant/Lessee Name: Phonek Email: CONTRACTOR:Company Name: Bilantar, Inc. Phonek (305)335-7812 Address: 20200 NW 2nd Ave#402 City: Miami Gardens State: Fl Zip: 33169 Qualifier Name: Roberto Toth Phonek (305)335-7812 State Certification or Registration#: CCC-1327714 Certificate of Competency#: Contact Phonek (305)335-7812 Email Address: rctb2@Yahoo.com DESIGNER:Architect/Engineer: Phonek Value of Work for this Permit:$13,000 Square/Linear Footage of Work: 1900 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Re roofing flat and concrete tile Color thru tile: LDrzn�Lo z Submittal Fee$ � L)'t/� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$C;' Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 sNby ct to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ec ' 'ch o rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of b ed anMa reinspection fee will be charged. Signature Signature er or Agent Contractor The foregoing instrumen was acknowledged before me this 2i 2 The foregoing instrument was acknowledged before me this 2-2 day of 4, NLJIWR ,20/1,by aplllel ws o ��z4r'z; day ofc"�e7y.7" ,20[t,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ;�o` D J F NANDE :S`*14 ERN Sign: Z Sign: ANDEZ Print: ,�•...;eAf' ON#EE054428 PUBFY 4q,2015rint. ?�j, o�P�c ION#EE05442A! '1 PS IRRUaFy q 4, 2015 FlorldallotarySe"Ice.00m a09 3j1 (4 7)398-01 FlorMallotaryServic�--•••, My Commissio My Com APPROVED BY ,/ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building& Neighborhood Compliance Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Guillermo Almada Property Address 89 NW 106 St,Miami Shores,Fl 33150 Roofing Permit Number Dear Building Official: I Guillermo Almada certify that I am not required to retrofit the roof to wall connections of my building because: AThe just valuation for the structure for purposes of ad valorem taxation in less than$300,000.00. UThe building was constructed in compliance with the provisions of the Florida Building Code FB r h the provisions of the 1994 edition of the South Florida Building Code (1994 FB 2 . Signature o erty Owner Guillermo Almad Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 22 day of (SEAL) '' M C ON#EE054428 +i�o, o�AfS January 11,2015 (407)398-0153 FloddallotaryServloe.com ZPersonally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Property Search - Report Page 1 of 2 MIAMI-DADE COUNTY PROPERTY APPRAISER -Cantera arlos Lopez r � PROPERTY APPRAISER ........... Property Information: ! Folio 11-2136-006-017040 � E `.. Property Address 89 NW 106 ST Owner Name(s) GUILLERMO ALMADA GABRIELA SABATE ' � j Mailing Address3966 PARK AVE ^3 � MIAMI FL 33133 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Use Code 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 i Floors 1 F ; , t Living Units 1 , 4 'A Ad].Sq.Footage 1,451 " Lot Size 9,238.53 SQFT 9 € F Year Built 1945 .•. - Full Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 Aert LOT 9 BLK 206 N LOT SIZE 75.110 X 123 COC 26381-3222 04 2008 1 Taxable Value Information: Assessment Information: Year 2013 Year 2013 2012 Exemption/ Land Value $46,047 $46,047 Taxable Building Value 100,582 $112,199 County $0/$146,629 Market Value $1 , $158,246 School Board $0/$146,629 Assessed Value $146,629 $158,246 City $0/$146,629 Benefits Information: Regional $0/$146,629 Benefit Type 2013 2012 Sale Information: Date Amount OR Book-Page Quail 12/12/2013 $230,000 28954-3836 Finan Forcic 06/28/2013 $220,100 28722-4723 Finan Forcic 04/01/2008 $600,000 26381-3222 2008 Qual 08/01/2005 $390,000 23657-0710 2008 Qual 04/01/2000 $0 19103-1885 Qua[ 11/01/1998 $76,900 18405-2384 2008 Qual 04/01/1998 $0 18100-4230 Qual 09/01/1990 $82,000 14695-2879 2008 Qual http://gisweb.miamidade.gov/PropertySearch/printMap.htm 1/24/2014 Property Search - Report Page 2 of 2 07/01/1983 $76,500 11850-0042 2008 Qual 05/01/1980 $55,000 10753-1284 2008 Qual 04/01/1976 $1 00000-00000 QualI Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the and GIS positional accuracy. No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the dE interpretation.Although this website is periodically updated,this information may not reflect the data currently on file at Miami-Dade Cour Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provic of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Mia disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries,comments,and suggestions email: pawebmail@miamidade.gov GIS inquiries,comments,and suggestions email:gis@miamidade.gov Gen( http://gisweb.miamidade.gov/PropertySearch/printMap.htm 1/24/2014 t,ection,A t • MIAWDADE Miami-Dade County Building Department Electronic Application ' High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section A(General Information) ®, Master Permit No: Process No: AN,14 Contractor's Name: Bilantar, Inc. Job Address: 89 NW 106 St, Miami Shores, FI 33150 . Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ✓❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑✓ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.Z) 750 Steep Sloped area(ft.2) 500 Total (U) 1250 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'):E::� Corner Size(a'x a'):E__::� 43'-0" FLAT ROOF 030 C0 , TILE ROOF o 1 , 71 ro N o � 1 1 , � � 1 1 1 � � --♦ 0 0 11:1 d Z (jr 0- NO m Q 3 12 10'-5- 28'-1" 17'-11" s s � t z = 4 � � � 9.a•F_ 3 � - ; � a __; j l e � :q _ _ i ,� ' ._ ., s t,� �� J� .� i �- �� ,: '� p. � � ;� k e _ !� "+ �.. c� � ,� r Section�c f MIAMM Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section C page(Low Slope 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: I GAF Material Corp Top Ply: Mineral Surfaced Cap Sheet Product Approval (NOA): 13.-0424.09 System Type: Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: I Hot Asphalt (131) Field: 42.78 psf Surfacing:I n/a 71 78 SINGLE PLY MEMBRANE: (P2) Perimeters: psf Single Ply Manufacturer/Type: (P3)Corners: -108.03 psf n/a Maximum Design Pressure From NOA: 52.5 psf Single Ply Sheet Width:®"1/2 Sheet Width:®" Roof Slope: 1/8 ": 12 Roof Mean Height: 14 ft. No.of Single Ply 1/2 sheets: Parapet Walls: IZI No 11 Yes Parapet wall Height:®ft. Single Ply Membrane Fastening/Bonding Material: n/a Deck Type: —5/8"Plywood-- 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: n/a 1. Field:F97 "o/c @ Laps&r27rowsF1 "o/c Existing Roof: n/a 2.Perimeter: "o/c @Laps& rows � "o/c Fire Barrier: n/a 3.Corner:a"o/c @Laps& rowsF67,,o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: n/a 1. Field:F7 2. Perimeter:F7 3. Corner: Anchor Sheet: Insulation Fastener Type n/a n/a Anchor Sheet Fastener/Bonding Material: n/a WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: n/a n/a Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: n/a Na EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I--Galvanized Metal-- n/a Edge Size: --3"face 26 ga.-- Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I--METAL EDGE HOOK STRIP N/A-- n/a Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): n/a 75#GAFGLAS ASTM D4601 Base Sheet Fastener/Bonding Material: Coping Material:I--SELECT PARAPET WALL COPING MATERIAL- 1-1/4"Coil Nails& 1-5/8"Tin Caps Coping Size: --SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE-- 2 GAFGLAS Ply 4 Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: n/a Hot Asphalt r Tile Roof System Section D Sloped System Description Tile Roof System Roof System Manufacturer:I Boral Roofing, LLC Notice of Acceptance Number(NOA): 12-0308.20 Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 184.08 psf Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. .: Deck Type: 1-5/8" Plywood-- t :. - Optional Insulation: j --n/a- Optional Nailable Substrate: --n/a- Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" --n/a- Roof Mean Height: 15 ft. Basesheet Type: Method of Tile Attachment: 30#ASTM D226 Type II --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4"coil nails & 1-5/8"Tin Caps --n/a- Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: --2"face 26 ga.-- 905 ASTM Tile Underlayment Tile Underlayment Attachment Method: Drip Edge Material Type: I--Galvinized Metal-- Hot Asphalt Drip Edge Fastener Type: 1-1/4"coil nails Tile Profile: Villa 900 Concrete roof tile (double roll) Hook Strip/Cleat gauge or weight: --n/a- Section E 2 Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: -39.1 X x0.289 = -11.30 -Mg; 7.70 =Mr1: -3.60 < -45.5 NOA Mf P 2: -68.1 X X0.289 = -19.68 -Mg; 7.70 =Mr2: -11.98 < -45.5 NOA Mf P 3: -100.7 X x0.289 = -29.10 -Mg; 7.70 =Mr3: -21.40' < -45.5 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. P1: x 1: = x w: _ -W: = x cos 0: =Fr1: 5® NOA F' P2: x I: =® x w; = -W: _ x cos 0: =Fr2: < NOA F' P3: x1: = xw:®=® -W: = xCos 0:®=Fr3: <_ NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) L Uplift Resistance Fr Calculated Tile Weight W Product Approval(NOA) I=length nsions w=width Product Approval(NOA) Section A MIAMK Miami-Dade County Building Department Electronic Application om High Velocity Hurricane Zone Roofing Permit Application Form 'Wefiverinq ftcellence Every Day„ Section A (General Information) Master Permit No: Process No: Contractor's Name: Bilantar, Inc. Job Address: 189 NW 106 St, Miami Shores, FI 33150 Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑✓ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 663 Steep Sloped area (ft.2) 1750 Total (ft.2) 2413 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'): 3' Corner Size(a'x a'): i 43'-0" i FLAT ROOF m I ! M TILE ROOF i N ♦— / —► in 1 I 3 1 1 12 10'-5" 28'-1" 17'-11" i. ........__ ___._.._...._ __..__ ........_...__.. _._...._......_.. .........- .__.___...__..._.._.......................... .............__._ _ ._........ .... .. ... ........._.._______......_.. _ .......___....... .._........._ .._._._, I Edge Nailable Deck MIAMb Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every-Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. Top Ply Interplies Base Sheet Roof Mean Height: 14 ft. Drip Metal: E26:G:a:1vanized Metal Surfacing: Drip Met, Fn/a Top Ply: Mineral Surfaced Cap Sheet 41 Interplies: 2 GAFGLASS Ply 4 Y Base Sheet: Roof Crecy , - a 75# GAFGLASS ASTM D4601 Deck Type: 5/8" Plywood t r 1 HIAN10 r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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/vera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 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 PERA-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. PERA 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: Villa 900 Concrete Roof Tile 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 revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. CINOA No.: 12-0308.20 DA:I CoutvrY Expiration Date:09/21/16 Approval Date: 06/21/12 Page 1 of 7 t , 1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile, interlocking,high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and ''/z" thick double roll ribs. For direct deck or battened nail- on, mortar or adhesive set applications. Trim Pieces 1 =varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) NOA No.: 12-0308.20 MIAMI-�i�►D�COUNr�r Expiration Date:09/21/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Azency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 &5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006 NOA No.: 12-0308.20 Nitar�lDAosCounriY Expiration Date:09/21/16 Approval Date:06/21/12 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (lbf) Length-I (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers -X(ft) Tile X(ft) a,(ft 3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3":12" 4":12" 6":12" 6":12" 7":12" or greater Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 NOA No.: 12-0308.20 MIAMNDAD;COUNTY Expiration Date:09/21/16 Approval Date:06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip), 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile 3M 1 m 2-Component Foam Roof Tile Adhesive AH-160 86.61 31VI2-Component Foam Roof Tile Adhesive AH-160 45.5 3- Large paddy placement of 54 rams of Pol ProTAd. r4 Medium paddy placement of 24 rams of Pol ProT"" Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Seto 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance aMLAAMMADE COUNTYNOA No.: 12-0308.20 •••� � Expiration Date: 09/21/16 Approval Date:06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (]LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.20 MIAMI•DAD;COUNTY Expiration Date:09/21/16 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING Ual holes 1212 11/25 4 - B Overlwk rS1/811 L ! 17111I Underkm* ............ t 13" VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0308.20 MAMMAD'COUNTY MIV Expiration Date:09/21/16 Approval Date: 06/21/12 Page 7 of 7 r a � MIAMI-DADE COUNTY MIAMI.1 DE; PRODUCT CONTROL SECTION ® 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 Conventional Built-Up 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 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 and renews NOA No. 07-1219.09 consists of pages I through 17. The submitted documentation was reviewed by Juan E. Collao,R.A. NOA No.: 13-0424.09 htIAMI-DA E counrrr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS8#75 Base 39.37"(1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®480 Ultima'M 39.37"(1 meter) ASTM D 4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly' 6 39.37"(1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37"(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.37"(1 meter) ASTM D 3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCap" 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote' GAFGLAS®Stratavent® 39.37"(1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator'..Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37"(1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Eliminatorn"Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D 6164 Non-Woven Polyester mat coated with polymer- WeIC Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37" (1 meter) ASTM D 6164 Non-Woven Polyester mat coated with polymer- Weld" 25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37"(1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13-0424.09 MIAMI•DAD,COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid®Mop Smooth 39.37'(1 meter) ASTM D 6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. FireOuC Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShielde Fire 350 sq ft. roll ASTM D 226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuarcr Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarcr RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuard7 RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securock®Gypsum-Fiber Roof Board Gypsum roof board USG Corporation Structodek®High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. NOA No.: 13-0424.09 MIAMI-DAD:COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec' #12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec'--#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec""XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecASAP 3S Drill-TecTM#12 Fastener Various GAF with Drill-TecTM 3"Standard Steel Plate 5. Drill-Tec3"Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec' fasteners. 6. Drill-Tec "3"Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec ' fasteners. 7. Drill-Tec 'AccuTrac®Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-Tec' #12 Fastener,Drill-Tec""#14 Fastener and Drill-Tec' #15 Fastener. 8. Drill-Tec"m AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-Tec"m fasteners. NOA No.: 13-0424.09 MIAMFDADfi COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2138A4.AM 4470 07/02/97 J.I.3B9Q I.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. ODIA8.AM 4470-TAS 114 07/29/94 J.I. OY9Q5.AM 4470-TAS 114 04/01/98 3029832 4470-TAS 114 05/11/07 PRI Asphalt Technologies,Inc. GAF-084-02-01 ASTM D 6083 05/09/06 GAF-314-02-01 ASTM D 2178 08/23/11 GAF-315-02-01 ASTM D 2178 08/23/11 GAF-276-02-OIRev ASTM D 6083 12/16/10 GAF-276-02-02 ASTM D 226 11/15/10 GAF-270-02-02 ASTM D 226 11/15/10 IRT of S. F1. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G6850.08.07-1 ASTM D 3909 08/13/07 634140.04.11-4 ASTM D 6401 04/25/11 G30250.02.10-3-R] ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11-5-RI ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 NOA No.: 13-0424.09 MIAM4APPROVED]_ COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type 1I: Wood,Insulated Deck Description: 19/3211 or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation,EnergyGuardTM RA Composite Polyiso Insulation Minimum 1"thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum ''/2"thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum 3/a"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent®EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 UltimaTM Base Sheet,GAFGLAS® Stratavent®EliminatorTM Nailable Venting Base Sheet, Ruberoid®20,Ruberoid®SBS Heat-WeldTM Smooth or Ruberoid® Heat-WeldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS®Ply 4, GAFGLAS®Flex P1yTM 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®F1exPlyTM 6,GAFGLAS®475 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate,Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed Plate 12"o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) MAMMA CONOA No.: 13-0424.09 ••• UNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 . i GAFGLAS®FlexP1yTM 6, GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation #7) GAFGLAS®#80 UltimaTM Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth, base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf,See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM 412 Fastener,Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate,Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTrac®Recessed Plate 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 sheet. (Maximum Design Pressure—60 psf,See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM#12 Fastener or Drill-TecTM#14 Fastener and 3"Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrac®Recessed Plate 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. (Maximum Design Pressure—75 psf,See General Limitation #7) Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 UltimaTM Base Sheet, GAFGLAS®Stratavent®EliminatorTM Perforated Venting Base Sheet,Ruberoid® Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-WeldTM Smooth or Ruberoid®SBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex P1yTM 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 Mui•�ecounmr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening above. NOA No.: 13-0424.09 MwrtNoanecout�tY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick 1, 2,3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4"thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4"thick 1, 2, 7 or 8 1:2 ft2 Structodek®High Density Fiberboard Minimum 1"thick 1, 2, 7 or 8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS®Strataven?EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulations listed for Base Layer,above. N/A N/A Structodek®High Density Fiberboard,EnergyGuardTM Perlite Recover Board Minimum 1/2"thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polvisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldo Fire Resistant Roof Deck Protection or (optional) SecurockTm Gypsum Fiber Roof Board. NOA No.: 13-0424.09 MiatatnADecouExpiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 Ultima' Base Sheet, GAFGLAS®Ply 4,GAFGLAS®FlexP1yTM 6, GAFGLAS®Stratavent®Eliminator TM Perforated Venting Base Sheet laid dry, Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: Two or more plies of GAFGLAS®Ply 4, GAFGLAS®FlexPlyTM 6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.(See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation#7) NOA No.: 13-0424.09 tau►rti•mw�Couwnr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32'' or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RN Polyiso Insulation,EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick N/A N/A EnergyGuardTM Polyiso Insulation Min. 1.4"thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5"thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 3/4"thick N/A N/A Structodek®High Density Fiber Board Minimum 1"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. GAF requires either a ply of GAFGLAS®Stratavent°EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4"thick 1,2 or 3 1:3 ft' EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ftz EnergyGuardTM Perlite Roof Insulation Minimum 3/4"thick 1, 2, 7 or 8 1:2 ftz Structodek®High Density Fiber Board Minimum 1"thick 1,2,7 or 8 1:4 ftz NOA No.: 13-0424.09 H AMI-oAoeCouNWExpiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 Note: 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. GAF requires either a ply of GAFGLAS®Stratavent® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®480 UltimaTM Base Sheet, GAFGLAS®Ply 4,GAFGLAS F1exP1yTM 6, GAFGLAS®Stratavent®EliminatorTM Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation 44. Ply Sheet: Two or more plies of GAFGLAS®Ply 4, GAFGLAS®F1exP1yTM 6 ply sheet or GAFGLAS® 480 UltimaTM Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq.respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf; (See General Limitation#7) NOA No.: 13-0424.09 MIAMI•DADECOUNW Expiration Date: 11/04/14 �UJUXW312 Approval Date: 10/31/13 Page 12 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM RA Polyiso Insulation Minimum 1.3"thick N/A N/A Structodek®High Density Fiber Board Minimum 1"thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 UltimaTM Base Sheet, GAFGLAS®Stratavent®Eliminatofrm Nailable Venting Base Sheet or Ruberoid®20 base sheet applied over the loose laid insulation with 2"side laps mechanically fastened as described below; Fastening Options: Drill-TecTM#12 Fastener or Drill-TecTM#14 Fastener and Drill-TecTM 3"Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate is installed through the base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) Drill-TecTM#12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3"Steel Plate, Drill- TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrace Recessed Plate is installed through the base sheet and insulation in 4 rows 8"o.c.One row is in the 2"side lap. The other 3 rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) GAFGLAS®#80 UltimaTM Base Sheet, Ruberoid®20,Ruberoid®Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf,See General Limitation#7) Drill-TecTM#12 Fastener and Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate,Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate in 4 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM 6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 MiA I-DADS COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 MIAMI•DADECOUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 Deck Type 1: Wood,Non-insulated Deck Description: 19/3211 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 UltimaTM Base Sheet, Stratavent®EliminatorTM Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-WeldTM Smooth or Ruberoid®SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4, GAFGLAS®FlexPlyTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4, GAFGLAS®FlexP1yTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM#14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Flex P1yTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS®#80 UltimaTM Base Sheet,Ruberoid®20, Ruberoid®Mop Smooth,base sheet attached to deck with approved 11/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4"lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf,See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3"Steel Plate,Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrac Recessed Plate 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 sheet. (Maximum Design Pressure—60 psf,See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation #7) NOA No.: 13-0424.09 MIAMMAD;COYhMM Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM#14 Fastener and Drill-TecTM 3"Steel Plate,Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrace Recessed Plate 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. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.09 MIAMMADECOUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 6 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex PlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM Roof Board or %2" 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 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 sidelap 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 lb£, 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 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.09 MIAMI•DADE COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 a` 192 _ aBase Coah A-35 Sergi,025 gal/sq� P &amtii raaap bt treed ua to of any peruke Seacul Base C `A-36 Seaiee,q. Salisg. mutation eta asap of the Olowntg WnrCaab "AAB S ",013 gWsq plus walnut mss at 0.4"51bs per Unless induated, any of the'AVhwt Felt Systems with Hut ' Roohing Asphaltmay be surfaced with'F' ?AB"at 2:R-3 J ga;,sq e Sudacin& 'ti- ;t3.a dal/sq pleas walnut sue 6at€15 lbs per Class X it and C ff for use with organac and glass faits or=dAmod ouumen !'S 46 Beck tiC Win=3J4 Membrarkes, Foatm: Spray t of 2 thitii"lad 273'(27 tisfft'} "'Ruberciel Beat beast " SM Av&sg truest may be uses! x 4eu .at r S=tfacivg Spray app coat of 26 w U- t trm) '° praduss,in any applicable tion. ' € 4' D"k l=rUM 112 Class A k{{: Insuladow, spray applwation of 2-in.thD--k Vdlvfom 2:3"(27 I1fLa t, Dftk C-23/32 tudiar.3 losalatiozi( (X*iar D oze layers pi2hw, Awd.fit*r, 5" >l SurfaviftF Spuy a"bon of 2.r{to U-Mils'T.d-XW (Y'✓ ) xwyamnate.uretarte,perlite/maqwnuaft GAF'�e1 is wool&igrP" te,phrnatar,a,-% (c 13&3:BTPS ATL WAYINS Ake WM Pip Sheeb Tbzw iae areae lapin Type G1 'CILFCLAS 171, I" t t 'Ruberoid 2V or'Ruberaid Modifived tie met"ma be sr as an -GA fly 6",lmi #{j altei ae to Type in any of the fa 112 in, theta tars%ia9 bead or 1/4 U (tis) G-P C ; Gravel be In maty e " tiat., 2- {DKk C-15/32 hivanc 2 When flus;is dote,t is f€ar t>�yes — { CAse or �yees �wood g4ass ram bushible J15M ir►meta) ` data hs tl Al f trc, pcdac:` overlament bmW are offset d 6n with t ` km in the if P.=is uwtharw tomposite,wood AW/isacmenumte composite, r:,an part of the vwf rystem,it warm be bdD w the wrerlayment Also pfies of`GAFG Ply 4"or"Ply 6"'may P My Sbeeb Three ar more layers Type G1 "GAFGIAS Vl; 4" Qr Gyp. enhot asphalt. "GAFG€AS Pty 6'. IMm"is an to to"Era uard m any Cap �lay-er Type G3'C 4S a Cap ap Sheer or" Cap '. my cat1 met noncombustible masa be raver 3. C nrr11 or mx7te legate perGte,saovd 6kaer,glees GA tion may be uhTmd as:a cover boud over te, umthatte.periftlisoqanwate wmposite. perLw/ WARfir in ar+y of the faIEot ,woad ftwliurate aaq,06k phenolic,2 iv- Unless mof° is rmx_ adhered with hol Pug Two or=m Layers Type GI"GAFCLAS Ry 4"cc"GAF Marty GLAS PLY V. Insulation,- Carp Sheat One layer Type G3 "GAFGLAS Iselumtal Surfaced Cap Referenoes to Sim Tuner i mulabon uwbm a'I pGuatrd kwo- Sheer or'EnergyCap hfinaw.Surfaced Cap Street" iatdoa"ASPHALT FELT WITH NOTG "T '4 NC 1,12 TVG2 _ t nut (" ' or two lam Jr.4 in x.hot -GA AS UE )is a fey` Gl My Arty Ll Gas4 A t Skm ftbrt C tf1x ("budsWanwed 51 DKk c: 1 l The ded mwy first be awered with a Type G2Haat him Slip Sheet 03phomW led tam paper,raded to deck s "GAF Sn (PPI-111=or �Shot t Layer Type C:2"G m75 Hasa tardy bL bE 9 to be atatu�ta, Ply Slink Onew morelayea TMe GVC.UGLAS Ply 4'at GAPGIA As ars T G2 mss (A5 W51 Ply 6'- 48 a Cap Mmt One layer SAw G3 TAFGLAS Mmeral Swfoced Cap Stein 7 may he PAMMW for G1 awhalt fiber l"' LAa Ply 4'°oa"G Ply 6')as the at 6 itC p .3 felio eb"inE . Bm Shue T "at>> map Ire or Sheet- Ply Sheek One o G1 Ply 4"sur'G.Af- i all.boulabaw try be hast r4opped to ply 6- _11k.fashmed. COP Shme Ow Latyer Type G3 GAFGLAS Muteral Sw&xcd Cap or" "rnsy be used for fiadung bt any of the Sheer or ap Mineral SAaad Cap Sheet". Class A,4 or C v1stems fisted btu+: 7. -C-13/.32 Ladirm 2 wTten-perkle is,zekrwkvA,this'nducks"GAREW PERMAUMV at Insulafic= oat or mots layer _ t ,iscy uie- asg tl , te,pht- C'r. or sb$;are tM for e1 an any of the Class A. 1.0 M aim( Plywood 6 ut. 6 of C st listed one Shy titre m uprate la}ess Tye G1 c c . Saraa«stttll stnit9are bow' qutc. t t� 1ay�" Tarsds"( o��l'ara wvj, as a dtxk in B or C ever C*15l32 NC. . Towh Plata" )," or C;raesulei 77ae use� b®atd tsn�c at Am g�C - " Jaen riot ad el€acit stye of i}2 itt mM or'Rubevotd,Mop Phis" tom) ixgtable tp fir' t-T5 Cap Sheft Type G3 !AS Mineral Surma Cap Shoer or T ! 1 3!9 ltd taaardhr&rgyC&p Mineral Surfaced Cap Sheer,hat F ptolebe) i$ a H. Deck CAS/32 2 Mable _ ee to rise C h ar C losubilm tOpdwWk Orw of nwce layers petlW, wood ffm glow, Eben; isocyarmatp. uredww, Mite/' urate 't€„perutel "WCAEa :mrd RA",-&VICA T, uard a4d uretl�ine i6mpo�wood fir/bmyanuwk comp rte, ,anv ErA-.pCluard "may Ise foi pts . i - btm in MW Trumbull of U f -may be, t th any of Yate "Asphalt 3 Testa or t layass Type G2 or G3, Felt wilt lits Pty k Ctiae or tame layws Type Gl- G: tsaay Iw used its any or the* Oate or mom lam Tom" at GsanuW, syste R Forth ), flap' or Gratttti i "GAFGLAS Flex Ply 6"is a suitable to N IAS Ply 4r. 4 or Pbaa° ). LOOX FOR THE UL MARK ON PR Owner's Notification Form 07 . . b MIAMI• "Oedfverftkq rxcetlence Every Clay" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, 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 section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the ite 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. 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 Builling 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. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may c 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 roof ng 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 o er oaded 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 w' 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 Wiffirof the structural assembly (tre ilding elf). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, y lorida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be u Owner's/Agent's Signature: Date: Contractor's Signature:1� Permit Number: Property Address: 89 NW 106 St, Miami ores, FI 33150