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RF-14-883Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shore,, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 INSPECTION LINE PHONE NUMBER: (305) 762 -4949 l j c r c\ car (Yl BUILDING PERMIT APPLICATION RFC MA `.0 2014 FBC 20 p Master Permit No. grief 8e 3. Sub Permit No. BUILDING ELECTRIC IR ROOFING D REVISION EXTENSION RENEWAL PLUMBING MECHANICAL DPUBLICWORKS CHANGE CONTRACTOR CANCELLATION SHOP DRAWINGS JOB ADDRESS: 1 316 Na %O5 S-i- City: Miami Shores Folio /Parcel #: )1- Zia° ` OD. t -W60 60 Occupancy Type: Load: County: Miami Dade Zip: 3 lag Construction Type: OWNER: Name (Fee Simple Titleholder): t' t-US LL Is the Building Historically Designated: Yes Flood Zone: NO BFE: FFE: Phone#: 305 -hoc, Address: 5 210 5 tov `T 6Qaf\--f!C a City: S oo- vr1U,3a;.v Q.anChC4S State: FIJ if Zip: Tenant /Lessee Name: Phone #: Email: CONTRACTOR: Company Name CZcict= kofess9ort4 900 t.rici Address: 4:R1 C•13A) S 41WG City: 1•�t�C�mO State: ���� Zip: '�(a.S Qualifier Name: ev\ Coottol Phone #: "416ta- os1'3C4 stat #• 9°C age) oZ�Z'I�Ca Certificate of Competency #: i:� ©Old 1 ''DES 1IERVAtehittdtt „.1.,...,,,!':,„ �� , Phone #:. P ..axj .a 410a ray a Addi"essili8aimrtion '\Q � „s City: State: Zip: Val ®t6Ck). Square/tinear Footage of Work: 311 -F;(1 Cat J4" L/�% Ai Phone #: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair /Replace ❑ Demolition Description of Work: 'Pa- (Z.00 -Flo& e poZ (9 c Specify color of color thru tile: Submittal Fee $ 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 $ 3/q /0 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturek Owner or Agent The foregoing instrument was acknowledged before me this fl this U day of ®' pri S ,.20 by aC✓e- S LA-C1 l� �— , or who has produced As i.entification and who did take an oath. as identifi Contractor The foregoing instrument was acknowledged before me 7 day of �Q�� ,20 9 by :.1e.)rlet. � & 2c7 7 , who is personally known to me or who has produced NOTARY PUBLIC: My Commission Expires: NOTARY PUBLIC: Sign: Print: ho d$ FarP8 GUEZ Notary Public - State of Florida My Comm. Expires Sep 23.2016 Commission # EE 837576 Bonded Through National Notary Ass' My Commission Expires: 9 d o ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02 /24 /2014)(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GODOY, DORIAN LONIN DADE PROFESSIONAL ROOFING CORP 971 NW 35 AVE MIAMI FL 33125 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! VIVA FLORIDA�� LICENSE NUMBER RC29027465 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RC29027465 REGISTERED REIN GODOY, DORIANONIN DADE PROFESSIONAL (INDIVIDUAL MUST;M SUED 10/01/2013 CONTRACTOR 3 CORP OCAL LICENSING REQUIREMENT ± RIOR TO CONTRACTING `INANYAREA) HAS REGISTERED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2015 L1310010002432 The Department of State is leading the commemoration of Florida's 500th anniversary in 2013. For more information, please go to www.VivaFlorida.org. DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2015 ( INDIVIDUAL MUST MEET ALL LOCAL.: LICENSING REQUIREMENTS PRIOR TO. ONTRACTING IN ANY AREA) • GODOY, DORIAN LONIN :: DADE PROFESSIONAL ROOFING CORD 971 NW 35AVE ' MIAMI FL33125 RICK SCOTT GOVERNOR ISSUED: 10/01/2013 SEQ # L1310010002432 DISPLAY AS REQUIRED BY LAW Illitir VIVA ROBIN KEN LAWSON SECRETARY ■ CERTIFICATE OF LIABILITY INSURANCE Date 1 5/1/2014 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polities below. Insurers Affording Coverage NAIL # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A Lion Insurance Company 11075 Insurer B: Insurer C: Insurer!): Insurer E: Coverages The polities 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 rasped to which this certificate may be issued or may pertain, the Insurance afforded by the polides described herein Is subject to all the terms, exclusions, and conditions of such polities. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ Med Exp $ Personal Adv Injury $ General aggregate limit applies per. 3 Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp/Op Agg $ AUTOMOBILE ■ LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Acddent) $ Property Damage (Per Acddent) $ EXCESSNMBRELLA LIABILITY ROccur ❑ Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor /partner /executive officer /member excluded? NO If Yes, describe under special provisions below. WC 71949 01/01/2014 01/01/2015 x I WC Statu- tory Limits I 1OTH- ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles /Exclusions added by Endorsement/Special Provisions: Client ID: 92-68 -413 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following °Client Company": Dade Professional Roofing Corp Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc & Subsidiaries active employee(s;, while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A IIst of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: Dorian Lonin Godoy, Registered Roofing Contractor Uc. # RC29027465 as qualifier. Construction Trades Qualifying Board Business Certificate of Competency #118S00159. FAX 305- 756 -8972 / ISSUE 04 -30-14 (CF) Begin Date 4/28/2014 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 Should any of the above described polides be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall Impose no obligation or liability of any kind upon the insurer, Its agents or representatives. 04/30/2014 WED 16:01 FAX 305 441 6443 FIRST CLASS INSURANCE MA 1001 /001 OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 04/30/14 THIS CERTIFICATE'S 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe certificate holder Is an ADDITIONAL INSURED, the poticy(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 cerdflcate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NA 8: First Class Insurance Market PHOL1R f): (305)441 -2997 1 IALa.,): (305)441 -6443 4101 NW 9th Street ADDRESS: fcimc@aol•com Miami, FL 33126 INSURERS) AFFORDING COVERAGE NAIC 0 Phone (305)441-2997 Fax (305)441 -6443 INSUmA: AXIS SPECIALTY INSURANCE COMPANY INSURED INSURER B : DADE PROFESSIONAL ROOFING INC INSURER C : 971 NW 35 AVE INSURER D : MIAMI,FL 33125 INSURER INSURER P : • 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, gREXCLUSIONSAND C TYPE OF INSURANCE W Wyp P POLICY NUMBER O yB�YpPAID C t M/DD IXP{ U UMITS A I GENERAL E N L L1.JA28059200 0 04/17/2014 0 04/1712015 M EACH OCCURRENCE $ $ 1,000,000.00 DAMAGE TO RENTED $ 100 ,000.00 MED EXP (Any one person) $ $ 5,000.00 • 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, gREXCLUSIONSAND C TYPE OF INSURANCE W Wyp P POLICY NUMBER O yB�YpPAID C t M/DD IXP{ U UMITS A I GENERAL E N L L1.JA28059200 0 04/17/2014 0 04/1712015 M EACH OCCURRENCE $ $ 1,000,000.00 DAMAGE TO RENTED $ 100 ,000.00 MED EXP (Any one person) $ $ 5,000.00 PERSONAL BADVINJURY $ $ 1,000,000.00 ❑ G GENERAL AGGREGATE $ $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER P PRODUCTS - COMP /OP AGG $ $ 100,000.00 $ AUTOMOBILE LIABILITY C N B COMBINED SINGLE LIMIT $ $ BODILY INJURY (Per person) $ $ • *arm ❑ SCHEDULED 0 N BODILY INJURY (Per accident) $ $ II HIRED AUTOS • AUTOS ( (PeCrIP ru4AMAGE $ $ ❑ ❑ $ $ D UMBRELLA UAB ❑ OCCUR E EACH OCCURRENCE $ $ AGGREGATE $ $ • DED ❑ RETENTIONS $ $ WORKERS COMPENSATION ❑ N / A ❑ TORY L TU- ❑ ER EL EACH ACCIDENT $ $ Mandatary In NH) E EL DISEASE - EA EMPLOYEE $ $ DES N OF OPERATIONS below EL DISEASE - POLICY LIMIT $ $ N DESCRIPTION OF OPERATIONS / LOCATIONS ! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more apace Is required) ROOFING CONTRACTOR LICENSE #11BS00159 • f1GIN TM" - - - - - - - - - - - - - - - - - - MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. (THO EN TIM ACORD 25 (2010/05) QF 1988 -2010 ACORD CORPORATION. All rights reserved. he ACORD name and logo are registered marks of ACQRD 1 ConstructIo Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 11BS00159 DADE PROFESSIONAL ROOFING CORP D.B.A.: ODOY DO IAN Is certified under the •rovieians of Chapter 10 of Miami -Dade Coon Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6833845 BUSINESS NAME /LOCATION CADE PROFESSONAL ROOFING CORP 971 NW 35 AVE MIAMI, FL 33125 OWNER DADE PROFESSIONAL IIOORNG CARP Worker(s) RECEIPT NO. RENEWAL 7107360 LBT EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC TYPE OF BUSINESS 190 TIKIALTY BUILDING CONTRACTOR 1 116 0159 PAYMENT RECEIVED BY TAX COLLECTOR 4950 10/0812013 0222-14.000073 This Local Badness Tax Receipt only centrum payment e1 the local Business Tax The Receipt is not a license, permit, or a cettilcatioa of the holder's qualifications, to do business. Holder must comply with any governmental or nongoventmental regulatory laws and requirements which ap; ly to the business. The RECEIPT NO above must he displayed on aR commercial vehicles - Miami -Dade Code Sec 8a -276. MIAM For more information, visit www miamitalititYLIANKINetter g=121 Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 118500159 BUSINESS NAME/LOCATION DADE PROFESSIONAL ROOFING CORP 971 NW 35 AVE MIAMI, FL 33125 RECEIPT NO. NEW BUSINESS 7438998 MC EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A -Art 9 &10 OWNER TYPE OF BUSINESS DADE PROFESSIONALROC)FING CORP SPECIALTY BUILDING CONTRACTOR MAPCO For more information, visit vryvy± mlomidade.gov/taaaollector PAYMENT RECEIVED BY TAX COLLECTOR 175.00 SO/08/2013 0222- i 4 -000073 MAY /01/2014/THU 02:05 PM FAX No, P. 002 p- 1(-- 67.(r? LIMITED POWER OF ATTORNEY Know all people by these presents: That Mariano Ph331, as managing member of Grad International Corp., has made, constituted, and appointed, and by these presents do hereby make, constitute, and appoint Steve Suarez, as their true and lawful atttomey -in -fact in and for the State of Florida and all other jurisdictions. The attorney-in-fact n -fast herein named and her successor(s) are all granted the authority to sell, the following described property, and to execute any and all documents necessary to effectuate the sale, and to encumtber, maintain, and dispose of the following described real property: LOT 5 -B, ANCO SUBDIVISION, ACCORDING TO T1 E MAP OR FIAT 71)BREOF, AS RECORDED IN PLAT BOOK 53, PAGE 54, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FL.ORDA. a/k/a Real Estate Account #11- 2232 -027 -0150 Property Address: 1316 NE 105 Street, MMMianai Shores, Florida 33138 Such documents shall include, but not be limited to, contracts, deeds, affidavits, bills of sale, closing statements, any and all other instruments uments as may be required to carry out the purposes herein expressed, giving and granting unto Steve Suarez, said attorney -in- fact, full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises, as fully, and to all intents and purposes, as the undersigned might or could do if personally present, hereby ratifying and confirming all that Steve Suarez said attorney -in fact shall lawfully do or cause to be done by virtue hereof. The authority of the within appointed attorney-in-fact to exercise any powers herein granted shall commence on the date of execution of this instrument. MAY /01 /2014 /THU 02 :05 PM • Signed, sealed and delivered in our presence: Witness Name: e. ,., 5 -rcz Name :►.,,. r�►v— ��lo....��t� FAX No, P, 003 State of Florida County of W\.w..; t441- The foregoing instrument was acknowledged before me this 5 day of "jc►nue‘r 2014, by Mariano Pini, who U is personally known or [X] has produced a driver's license as identification. [Notary Seal] ESTEBAN JESUS SUAREZ "E MY COMMISSION # EE038816 ��• EXPIRES Novembar 21, 2014 (407) 3e8-0152 PI tid Ne :.. ..,.can, • Notary Public Printed Name: My Commission Expires: Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company FLUS LLC Filing Information Document Number L12000054958 FEI /EIN Number 80- 0812601 Date Filed 04/24/2012 State FL Status ACTIVE Effective Date 04/23/2012 Principal Address 2330 PONCE DE LEON BLVD SUITE 201 CORAL GABLES, FL 33134 Changed: 04/28/2014 Mailing Address 2330 PONCE DE LEON BLVD SUITE 201 CORAL GABLES, FL 33134 Changed: 04/28/2014 Registered Agent Name & Address WORLDWIDE CORPORATE ADMINISTRATORS 2330 PONCE DE LEON BLVD SUITE 201 CORAL GABLES, FL 33134 Name Changed: 04/28/2014 Address Changed: 04/28/2014 Authorized Person(s) Detail Name & Address Title MGRM GRAD INTERNATIONAL CORP WICKHAMS CAY P.O. BOX 662, road town, tortola VG http: / /search. sunbiz.org/ Inquiry /CorporationSearch/ SearchResultDetail /EntityName /flat- 112... 5/1/2014 Detail by Entity Name - .. Annual Reports, Report Year Filed Date 2013 04/18/2013 2014 04/28/2014 Document Images 04/28/2014 -- ANNUAL REPORT 04/18/2013 -- ANNUAL REPORT 04/24/2012 -- Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format Coovriaht C and Privacy Policieg State of Florida, Department of State Page 2 of 2 http: / /search. sunbiz.org/ Inquiry / CorporationSearch /SearchResultDetail/EntityName /flat- 112... 5/1/2014 A -1 ENGINEERING INSPECTION SERVICES,INC 7066 SW 44th Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 -800 -2627 May 8TH , 2014 FASTENER CALCULATIONS 1316 NE 105 ST MIAMI SHORES FL ALL ROOFING DEMENSIONS WERE PROVIDED BY THE ABOVED ROOFING CONTRACTOR 7066 SW 44th Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 786 - 800 -2627 Al ENGINEERING INSPECTION SERVICES INC 7066 SW 44 ST MIAMI, FL 33155 PH: 786 - 398-9179 FAX 305-485 -9011 LAB CERTIFICATION No. 10-0512 -01 May 8,2014 CONTRACTOR JOB ADDRESS Description Flat Roof Roof Mean Heght: NOA No: Roof System Manufacturer: Deck Type: BaseSheet & Fastener Type: Ply Sheet & Method Type: Roof Area = LOW PITCH ROOFS FASTENERS CALCULATIONS Maximum Design Preassure from the specific NOA: Scope of Activity & Findings: - Minimum Design Wind Uplift Preassure from Wind Load Calculations: (See Attach) Field = Perimeter = Corner = cclap= 2 Net width(ft Nw = (36in - 4in) 12 in Net length (ft) N1:= (100) Nw Rs = 10.7 in in o/c on laps and in o/c on laps and in o/c on laps and Nw = equal rows equal rows equal rows 2.8 f1 N1= 35.3 ft (to make one square) Number of fastener per square space = 9 Side laps row = fl: = 1 * NI fl= 47.1 fasteners/sq space 12 }. (1 * 1) Center row = fc: = 1 Nl space 12/ ( 2 * 1) fc= 94.1 fasteners/sq Total = fl + fc Total = 141.2 fasteners/sq Ft12 x per fasteners FT:= 100 FT= 0.71 Total Al ENGINEERING INSPECTION SERVICES INC 7066 SW 44 ST MIAMI, FL 33155 PH: 786- 398 -9179 FAX 305- 485 -9011 LAB CERTIFICATION No. 10-0512 -01 Fy= 52.5 * FT Fy = 37.2 lbf General Equation: FS =Fy x 144/P x Rs Results: Field Area= fa:= Fy * Perimeter Area= fa= Fy * 144 (Field * 10.7 * -1) fa= 12.5 in fa> 9 oc/ok(P1) 144 far 7.4 in (Perimeter * 10.7 * -1) fa> 6 oc/ ok (P2) Corner Area= fa= Fy * 144 (Comer * 10.7 * -1) far 4.9 in > fa > 4 oc/ ok (P3) A -1 Engineering Inspection Services, Inc 7066 SW 44m Street Miami, FL 33155 Tel: 786- 398 -9179 Fax: 305 -485 -9011 al roofinspection @,gmail.com LAB CERTIFICATION # 10- 0512.01 ASCE 7 -10 Date : 5/8/2014 Project No. : 0903 At = 0.11 Bt = 1.00 Company Name : DADE PROFESSIONAL ROOFING Designed By : JCM OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Address Gust Factor Calculations Description : CALCULATIONS Gust Factor Category II Rigid Structures - Complete Analysis City : MIAMI Customer Name : DORIAN Gust Factor Summary State : FL Proj Location : 1316 NE 105 ST Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) = .00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = FLAT RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 96.00 ft Bldg Width Across Ridge= 83.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1*(Zm/33)AEpsilon = 427.06 ft Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.89 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 7066 SW 44th Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 305 -485 -9011 • • A -1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 305 -485 -9011 al roofinspection @gmai 1. cam LAB CERTIFICATION # 10- 0512.01 ASCE 7 -10 Date : 5/8/2014 Project No. : 0903 Company Name : DADE PROFESSIONAL ROOFING Designed By : JCM = Address Description : CALCULATIONS City : MIAMI Customer Name : DORIAN Max State : FL Proj Location : 1316 NE 105 ST of 1 2 1 Gable Roof 0 < 7 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 6.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf FIELD 3.00 3.00 9.0 1 0.30 -1.00 16.29 -40.05 PERIMETER 3.00 3.00 9.0 2 0.30 -1.80 16.29 -67.20 CORNER 3.00 3.00 9.0 3 0.30 -2.80 16.29 - 101.15 7066 SW 44th Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 305- 485 -9011 otECrininv Florida Department of Environmental Protection Division of Air Resource Management Regulatory and Economic Resources Air Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO File # IS ITA PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process # 1. g.. I,, V ..r 1... L <f t-' C / /3 7LI -` -` i v / C t v 4.c L Facility Name Address City kd1. �\ Zip .2 t ;7,( County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School /College /University ❑ Residence ❑ Small Business Other Present Use: ❑ School /College /University ❑ Residence ❑ Small Business Other 11. Facility Owner L. L �,._ f/.. Phone ( ) Address C7 '} -rrcv" �\ % P jr City L>VN.ty S e State Zip III. Contractor's Name Phone ( ) Address =t ': = S1t0 z+ r? State 3,33 City State Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm /dd /yy) Start: Finish: Demo /Renovation (mm /dd /yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check AM That Apply): ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Phone ( Address City State Zip VIII. Waste Disposal Site: Name Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category 1 and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbestos have been submitted in c. pliance with applicable regulation S /' fficial iglatuie D I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner /Operator) ( Chi 1 `r' i L) ' 0'i (Signature of Owner /Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # '` 161_01 -158 7/13 DISTRIBUTION: White -RER Yellow- Applicant Pink - Reserve Gold- Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). if the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked information require the title of the perso of the order, and the rnent agency? If so, in addition to the me of tile agency ordering the demolition, e agent' to order the demolition, the date be attached to the notification. a.i _operation? If so, in addition to the information required tWattiahe emergency occurred, the description of the the event caused unsafe conditions or would cause equipment t4ked renovation and it is a planned renovation operation, &weed a calendar year of January 1 through December 31. esctil s tie facility where the renovation or demolition is r"njtor to locate the project site. Provide the name of tos site survey /inspection. For "prior use" check the appropriate ogibadwf a school, college, or university; residence, as I business, as defined in s. 288.703(1), F.S.; the same instructions for 'present use." If you checked enovation, i* n ehnexg n y:r on the form, the o ner /operatorE3U1A sudden, unexpected vent, and an explanation of ho damage or an unreJsonable financial burRnk; please note that the notice is effective for a pePidd'i I. Complete the facility infor scheduled. This address wil rased the consultantor firm that conducte box to indicate whethRiAgli ?:u "residential dwelling" is defined in or other. If "other" is ccti6-t tick Complete the facility e3,:info II. IIL I V. V. Complete the' contr tv faun t0 . .. n.Y .,,) 21 ! r 3 List separately the scheduled start and finish dates-(monthi /day? the project and the renovation off+ Describe and FEW a description: of the affected, facci incorporatedlby reference in a dry removal' rr� . it com r)po cjf the project. re 4,4p .urc fora; onent`s. (Note¢'Tfte"I` -66∎ for both the asbestos removal portion of ed demolition or renovation. Include for asbestos, which is adopted and uires obtaining Department approval prior to using 4. VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: 13 r kio N loss .S--r- Property Owner's Name: LtJ Z.L-C C/O ' (L3.1, cS'orc'c hh S Property Owner's Address: r) 5 -Q 11i22 tilu -KcSA (Ccnchcy Property Owner's Phone Number: Contractor's N 3 F\DE Qame: coce55 p'o 066 :- \c� Contractor's Address: q' t ow I ` ..G -c 2S Contractor's Phone Number; 555 Flood Zone BFE (Excluding garage or carport) Check one of the following: Lowest Floor Elevation [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: pQ I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Date: eft `� Contractor: � °� Date: t (/4 /i1( Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: Owner Mailing Address Primary Zone Primary Land Use Beds / Baths / Half 11- 2232 - 027 -0150 1316 NE 105 ST FLUS LLC C/O GFB TAX SERVICE LLC 5210 SW TERRACE SOUTHWEST RANCHES , FL 33332 3000 MULTI - FAMILY - GENERAL 0803 MULTIFAMILY 2 -9 UNITS : MULTIFAMILY 3 OR MORE UNITS 11/11/0 Floors Living Units Living Area Adjusted Area Lot Size Sq.Ft Sq.Ft 7,459 Sq.Ft 13,750 Sq.Ft 1960 Assessment Information Year Land Value Building Value XF Value Market Value Assessed Value 2013 2012 2011 $213,125 $247,500 $110,000 $287,992 $239,403 $317,094 $7,833 $0 $8,574 $508,950 $486,903 $435,668 $508,950 $479,234 $435,668 Benefits Information Benefit Type 2013 2012 2011 Non - Homestead Cap Assessment Reduction $7,669 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 ANCO SUB PB 53 -54 LOT 5 -B LOT SIZE 13750 SQUARE FEET OR 15212 -1277 09914 COC 24864 -1496 08 2006 1 Generated On : 5/14/2014 Taxable Value Information 2013 2012 2011 County Exemption Value $0 $0 $0 Taxable Value $508,950 $479,234 $435,668 School Board Exemption Value $0 $0 $0 Taxable Value $508,950 $486,903 $435,668 City Exemption Value $0 $0 $0 Taxable Value Regional $508,950 $479,234 $435,668 Exemption Value Taxable Value $0 $508,950 $0 $479,234 $0 $435,668 Sales Information Previous Sale Price OR Book - Pa 9 a Qualification Description 08/30/2013 $1,092,000 28804 -2969 Qual by exam of deed 08/01/2006 $1,461,000 24864 -1496 2008 and prior year sales; Qual by exam of deed 09/01/1991 $0 15212 -1277 Qual by exam of deed 07/01/1990 $350,000 14615 -0579 2008 and prior year sales; Qual by exam of 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 /info /disclaimer.asp (http://www.miamidade.gov/info/disciaimerasp) Version: 1.0.4 http: / /www. miamidade .gov /propertysearch/index.html 5/14/2014 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: lug pt95`T' Contractor's Name: -DitCOP 12RO 55 0("Nu.Q Cowl'-. Pro,�?erty Owner's Name: pus IL P® 00 6e) -TA( 5Gac4'c.c S Property Owner's Address: 6710 -5(4-1 201 -revit - holm+ QA.ncheT Property r. Owne3s0P5 kk ` 2 5 2 3 Number I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will retum the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF FL-41 17-o9th COUNTY OF vv. `Aim.% - 0e. Before me this day personally app d ESTEP,Ptfti sr/fit Z , who, being duly swom, deposes and says th he he has read, understands, and agrees to comply with all the aforementioned anditions. Property Owner's Signature Swom to and subscribed before me this 10- day of , 20 / i 117- Notary Public " tat My commission exp es 4 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: 13 )6 N& i'c'ia sr Contractor'sliame: 1)i PQ °®nai QtviCVico c-cr p Dot fan Contractor's Compa y Name: ' ;t loco SS ?comet) act) cp . Cont ctor's Address: *1 P� aS A-uP Godpy Contractors Phone Number: -rf1(o -412- 5S54-1 Contractor State Registration or Certification Number: 2 q o 2:- `-i r p s L,(C4 1 1 1 6 5 0 C 9 1 5 Contractor's We Registration Number (if applicable): .7)(leapt &06I 1 hereby attest that I, or a member of my staff, personally inspected the subjec property and produced the attached itemized list of repairs, reconstruction and /or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will retum the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF MLA rrl t --bad & Before me this day personally app d bot`'lan , who, being duly sworn, deposes and says thale�, she has read, understands, ind agrees to comply with all the aforementiopeelpon s. Con ctors Signature Swom to and subscribed before me this 14 day of Flprc eta Notary Public State of , 20 1 My commission expires: • Cost Estimate of Reconstruction / Improvement Application Number Date 6- /9- !� Address t31 te, Ne7; IC, 5 This cost estimate of reconstruction /improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub - Contractor Bids Contractor or Owner Material Labor Costs Estimates 30, 0 Costs I —4/ Ob®„ o r, (e' a Bid Amounts (see note "D ") 1. Masonry 2. Carpentry Material (rough) ,�3 Carpentry Labor (rough) 11/ Roofing 5. Insulation and Weather -strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built -in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built -in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Pr' IVliami Shores Village APPROVED ZONING DEPT BLDG DEPT HIGH - VELOCITY HURRICANE ZONI RECEIVE MAYO 2 µ014 SUBJECT TO COMPLIANCE WITH ALL FEDERAL Hi c h V:.,. Hurricane Zone Uniform Permit Section A (General information Process No. Master Permit No. Contractor's Name Chck !(e, Job Address l %, \t6 9 Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile D Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof l� Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plant Sketch Roof Plan: Illustrate all levels and sections, roof drains, scu overflow... •••• scuppers and overflow drains. include dimensions of sections and +ejs c . iden dimensions of elevated pressure zones and location of • ara • • • • •. • • • • •• • • • • •• •: II••• • •• • • • • • • • • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, ft is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. L Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. Renafling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. C y 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 to be performed. 4.' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. L Ponding water: The current roof system and /or deck of the buildiny•mayhot drain 4e11'and mar '. cause water to pond (accumulate) in low -lying areas of the roof. Pounding can 66 It iiidicatiori of structuraI distress and may require the review of a professional structural engineer. Pound pa j ay shorten the life . expectancy and performance of the new roofing system. Pounding conditions relay aot'be evident uniii the • original roofing system is removed. Pounding conditions should be corrected. • • • 6. Overflow scuppers (wall outlets): It is required that rainwater floid ii 'sb that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block thi dtSCti rge if, overflow scuppers (wall outlets) are not provided. It may be necessary to install bareTflo&v scuppers in. • accordance with the requirements of Sections R4402, R4403 and R4413, •••• 7. L Ventilation: Most roof structures should have some ability to vent natural airflow through interior of the structure assembly (the building itself). The existing amount of attic ventilation shall n e t be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. owner /Agent's Signature Date Contractor Signature Date Revised on 7/9/2009 LD • • • • • Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slog od Roof Svsiitcml FM In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used. Identify as NA') System Marnutedtse: G(21." NOA No.: 1?5 — 01-1L-1.o9 Design With Rewires, From RAS 120 or Calculations: t�rsxt: '- Pnax2: t17 Pm : lQt 0 Mex. Design Pressure, Fr�trn the Specific NOA Deck Type: f' t h V• Gauge/TRidunees: X 6 X IQ Slope' Anchor/Base Sheet & No. of Pty(s): Ar � SV 1 r Insulation Base Layer Va:>. QB ( Is Base Iran Size and Thickness: Bay ; } ,.. F � ---1- •cc arptig ∎ Top Insulation Layer. N 14N Top Insulation am and Thickness: N IA" Top imitation Fastenetl8onding yf eriek Base mss) & No. of P s):t` Alf A Base Sheet Fastener/Smut? Pty SNeat(s) a No. of Ply(8) ,.) P 1 fa s oY`i Fastener Spacing for AnchorlBase Meet Attachment cc� Firkt_L'ac®tap,dRowe? M.,._1..'oc Perimeter. 4 .. oc • Lap, d Rows, ®j• oc Comer .fa..' oc ® Lep, d Rows ® _422 oc Number of Fasteners Per insulation Board Held -�- Perimeter "E`�'Cornet . - Illustrate Components Noted and Details as Applicable: Woodtdacking. Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Imo: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Muriel Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Top ply: .c7 P Mjicitr,J haa"' Top Ply F 1 N- Surfacir4F 'J)1r FT. cue t °as to Pi FT. 1 X to V w oe7d i--xa- - 64x1.0 X t'z pc' <►P i NIA Parapet I Heitz Iq Mean Root > DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315 -2590 F (786) 315-2.599 www.miamidade,tov /economy 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 atevisibn or Olt :n the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an etldo•rte'nlent of ally product, • for sales, advertising or any other purposes shall automatically terminate this NOA. Failurel8 C8r tply 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, FlAidg.. and fol ,ed:by the expiration date may be displayed in advertising literature. If any portion of the NOA is disillarai, pen it shalLbe done in its entirety. • • • • • • • • • • • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacft -g'oiits distrilaVoCs 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 1 through 17. The submitted documentation was reviewed by Juan E. Coliao, R.A. NOA. No.: 13- 0424.09 Expiration Date: 11 /04/14 Approval Date: 10131/13 Page 1 of 17 • ROOFING SYSTEM APPROVAL Category:, Sub - Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTM D 460I Product GAFGLAS® #75 Base Sheet GAFGLAS® #80 Ultima`" Base Sheet GAFGLAS® FlexPty'N 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCap'N BUR Mineral Surface Cap Sheet GAFGLAS® Strataventa' Eliminator Perforated Venting Base Sheet GAFGLAS® Stratavent® Eliminator "' Nailable Venting Base Sheet Ruberoid® SBS Heat - Weld' Smooth Ruberoid® SBS Heat - We1d"" 25 Ruberoid® 20 M I.DADE • U APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide • ASTM D 4601 ASTM D 2178 ASTM D2178 ASTM D 3909 ASTM D3909 ASTM D 4897 ASTM D 4897 ASTM 6164 ASTM D 6164 ASTM D 6163 Product Description Type 1I asphalt impregnated and coated glass mat base sheet. Type 1I asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCote Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side witirrtsi'na ral granules embedded in asphaqicc oatingsaidrfactory perforations. • • • • ••• • • • •• • A nailable, fiberglass bawi1I* impregnated and • • coated on both sides with asphalt. Surfaaacion the • • bottom side with mineral greaufes embe�ti®d n asphaltic coating. • • Non -Woven Polyester m� rc oal coaled with polymer - modified asphalt and smeot'i .surfaced.• • • • • • Non -Woven Polyester m :t ccjatgd with •polymer - modified asphalt and smodtti surfaced. :••• SBS modified asphalt base sheet reinforce with a glass fiber mat. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 • • • • • • • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I 'roduct Ruberoid° Mop Smooth FireOut"' Fire Barrier Coating VersaShield° Fire Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 5, 55 gallons 350 sq ft. roll Test Specification ASTM D 6164 Product Description Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced, Proprietary Low VOC, water based fire barrier coating. ASTM D 226 Non- Asphaltic Fiberglass -Based Underlayment. 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: Product Name EnergyGuard"' Polyiso Insulation EnergyGuard'' RA Polyiso Insulation EnergyGuard'' RN Polyiso Insulation EnergyGuard'" Perlite Roof Insulation EnergyGuardTM Perlite Recover Board EnergyGuard' RA Composite Polyiso Insulation Securock° Gypsum -Fiber Roof Board Structodeka High Density Fiber Board MIAM4 • ;. APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Manufactu rer (With Current NOA) GAF GAF GAF GAF GAF GAF...` • • • • •• • • ••• • • • "' irs'G Corporation • • • • B1416 judge FibeGBaard, Inc.. • • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • •• • •••• • •••• NOA No.; 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10 /31/13 Page 3 of 17 • • • • • • • • • APPROVED FASTENERS: Fastener Product Number Name 1. Drill -Tec'm #12 Fastener 2. Drill -TecT #14 Fastener 3. Drill -Tec" XHD Fastener 4. Drill -Tec'' ASAP 3S 5. Drill -Tecn' 3" Steel Plate 6. Drill -Tec'" 3" Standard Steel Plate 7. Drill -Tec°' AccuTrac®Flat Plate 8. Dill -TecT' AccuTraca Recessed Plate MIAMI -• • •EC•UNTY APPKOVFQ TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks, Insulation fastener for steel, wood & concrete decks. Carbon steel extra heavy duty fastener used in steel decks. Drill -TecTM #12 Fastener with Drill - Ted'"' 3" Standard Steel Plate Round galvalume stress plate used with Drill-Tec'" fasteners. Round galvalume plated steel 3" round GAF stress plate with reinforced ribs for use with Drill -Tee fasteners. AZ -SS aluminized steel plate 3" square GAF for use with Drill -Tec'4 N12 Fastener, Drill-Tec"" #14 Fastener and Drill -Tecn' N15 Fastener. Galvalume Steel plate for use 3" square GAF with Drill -Tece' fasteners. Manufacturer Dimensions (With Current NOA) various GAF various GAF Various GAF Various GAF 3" round GAF •••• • • • • •••• • • • •• • • ••• • • • •• • • • •••• •••• • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • • • •• • •••• • NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31 /13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Trinity ERD APPROVED Test Identifier Description Date 3.1.2B8A4.AM 4470 07/02/97 3.1.3B9Q1.AM 4470 01/08/98 J.I.OD0A8.AM 4470 07/09/99 J.I.OD1 A8.AM 4470 - TAS 114 07/29/94 J.I. 0Y9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 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 -01Rev 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 02 -005 TAS 114 01/18/02 02 -014 TAS 114 03/22/02 66850.08.07 -1 ASTM ID 3909 08/13/07 634140.04.11 -4 ASTM D 6401 04/25/11 G30250.02.1.0 -3 -R1 ASTM D 3909 11/26/12 034140.04.11 -5 ASTM ID 4897 04/25/11 G34140.04.11 -5 -R1 ASTM D 4897 10/18/13 034140.04.11 -2 ASTM D 6163 04/25/11 •••• • • • • • •••• • • • •. • • ..• • .• • • • .••• •••• • • • • •.•. •..• • • •• •• • • • • • • • • • • • • • •• • ••• • •••• NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/3I/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type II: Deck Description: Wood, Insulated 19 /32" 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/fti EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 'W' thick 1 N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum 3/4" 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 ft2. 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, VersaShieida 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, Ruberoie 20, Ruberoid® SBS Heat- WeIdTM Smooth or Ri beteitl Heat- WetdTM 25 base sheet mechanically fastened as described below. • •••• • i • • Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Ba4e §b ;et or aAAye.above anchor sheets attached to deck with approved annular ring shank ria,i tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" 9.c„ in the field, • • (Maximum Design Pressure —4S psf,, See General Limitation #7)' • • • . • ' ••••• GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Ba'%g Mt& or anivf$eve anchor sheets attached to deck with Drill -TecTM #12 Fastener, Drift_ FectM 414 Fastener and Drill -TeeTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Ail -Teel AccgTrac; Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rowsre �QQa1 ly spaced approximately 12" o.c, in the field of the sheet. • • • • •••• •• • • . (Maximum Design Pressure —4S psj, See General Limitation #7) .4_1114AD COUNTY APPROVED NOA 13- 0424.09 Expiration Date: 13/04/14 Approval Date: 10/31/13 Page 6 of 17 r D !EC• APPROVED GAFGLAS® FIexPIyTM 6, CA,� FGLA,ZS 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 Desi n Pressure 52.E psf, See General Limitation #7) GAFGLAS'® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoire"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 —66 psf, See General Linzltation #7) GAFGLAS` #75 Base Sheet or any of above anchor sheets attached to deck with Drill - TecTm #12 Fastener, DriII -TecrM #14 Fastener and Drill - TecrM 3" Steel Plate, Drill - TecrM AccuTraeFlat Plate or Drill - TecrM AccuTrae 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 -TecrM 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 - TecT`r 412 Fastener or Drill - TecrM #14 Fastener and 3" Drill -TecrM 3" Steel Plate, Drill - TecTM AccuTrace Flat Plate or Drill -TecrM AccuTraca'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) Optional) Install one ply of GAFGLAS' #75 Base Sheet, GAFGLAS`'' #80 Ultima' M Base `S eet,ZA ULAS(' Strataventt EliminatorrM P -~`'or"fed Venting Base Sheet, Ruberoie Mop Smooth, Ruberoie 20, Ruberoid» SBS n%... .. "r.„ Smooth or Ruberoid ' SBS Heat - WeIdTM 25 directly over the top layer of insulation. Adhere with any approved wain asphalt applied within the EVT range and at a rate of 20-40 lbs. /s% (see•General ip lion #4). • • • • °� s' rM •• • • •1• '. One •r m•,..: r._:.......=........ _.,..........PL.__......GAFGLAS Flex Ply 6 h.e � it ;GAFQI44S :80 Ultima Base Sheet adhered in a full mopping of approved asphalt ipplitgevithin the s VT • • range and at a rate of 20 -40 lbs. /sq. •••• •••• • • • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • • • • •• • • .• • • •••• • • NOA No.: 13- 0424.09 Expiration Date; 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Surfacing: (Optional) One ply of GAFGLAS°D Mineral Surfaced Cap Sheet or GAFGLASs' 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. 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. MIAMI.DADE C • U APPROVED •••• • • • • •••• • • • • •. • • .•• • • • • •• • • • • • •••• •.•. • • • • • • •••• .••• • • • • • • •• •• • • • • • • • • • • • .. • • • • • • .• • • ••.• • • NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS6 Ply 4 and GAFGLAS' Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" Dens Deckrm Roof Board or I/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. S. 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 requiremer s ofihese areass•Fastener • densities shall be increased for both insulation and base sheet as calculated in compliance •wi'th koofinrAppl r ation • • Standard RAS 117. Calculations prepared, signed and sealed by a Florida registeaseq•erfessional •Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is spesii1ti11Hy referred within • this NOA, General Limitation #9 will not be applicable.) • • • •• • • • • • • • • • • • • 8. All attachment and sizing of perimeter nail ers, metal profile, and /or flashing termination cra Rs shall eoriform 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 dines (i.e. field • perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for erVaiiced faiteairlg at • enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is spec iff • • • 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 C•g4.and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 TGFU.R1306 - Roofing Systems Page 1 of 3 TGFU.R1306 Roofing Systems Roofing Systems Pale Bottom See General Information for Roofing Svsteme GAP MATERIALS CORP 1361 ALPS RD WAYNE, N3 07470 USA P.1306 "Ruberolde 20" or "Ruberoid® 20 HT" or "Ruberold® Moditied Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 14-in. thick (minimum) gypsum board or fee-in. thick (minimum) Georgia - Pacific Gypsum LLC "DensDeckee Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard' Roofboard" may be used In any existing noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia -Pacific Gypsum LLC " DensDeck® Roofboard," " DensDeck Prime Roofboard" or " DensDeck DuraGuard"' Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck, If polystyrene Is part of the roof system, it must be placed below the overiayment board. Multiple plies of " GAFGLAS® Ply 4° or "Tri -Pty® Ply 4" or "Fri-PIA Ply 6" may be adhered to Georgia - Pacific Gypsum LLC *DensDeck Roofboard," " DensDeck Prime® Roofboard" or " DensDeck DuraGuard" Roofboard" in hot roofing asphalt. "EnergyGuard® ultra" is an acceptable alternate to "EnergyGuard® RF" in any applicable Classification. °GAF Stratavent® Eliminator" Venting Base Sheet (Reliable)" may be mechanically attached or hot mopped over noncornbustlole decks and as a recover over existing roof systems. " GAFGLAS® Periite Insulation" may be utilized as a cover board over 'EnergyGuard® RF" insulation in any of the following systems. Unless otherwise Indicated, the roof Insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfrcadons include "EnergyGuard® EPS Insulation °. References to glass fiber Insulation Include "EnergyGuard Fiberglass Insulation ". ASPHALT PELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base she ( "GAFGLAS® 875 Base Sheet" or 'Tri -Pty(ei 075 Base Sheet", or "GAFGLASO 080 ULTIMA ") is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, 8 or C roof Systems indicated below. •••• • • The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavenb '" Eliminator ventin Base Sheet (Perforated)" or "GAF Stratavent® eliminator."' Venting Ease Sheet (NalIabie)." Perforated bese sheets to be Rieke last or fully �neyfi 'dith hot roofing asphalt and nallable base sheets are to be mechanically attached granule side down. • • • • As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® 075 Base Sheet" or "Tri-Ply® 075 Base Sheet" or �GA�GLAr„S® 880 ULTIMA" or 'GAF Stratavent® Eliminator"' Venting Base Slieet (Nailable)" may be substituted for Type GI asphalt glass fiber p1)•sleee i GAFGL y4* or "Trl -Ply® Ply 4" or " GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. • • • • •• •• • • • • • • • • • • • • • • • • • • • • • "GAFGLAS® Flashing" or "Ruberold ®" may be used for flashing In any of the Gass A, 8 or C systems listed below. • • • • • • • • •• • •••• • • When "partite" is referenced, this includes "GAFTEMP PERMALITefe" or any other UL Classified perlite insulation. •••• • Crushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems listed, Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, 8 or C systems does not adversely affect the rating. The use of Vain. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -25/32 thick roof decks. http : / /database.a corn /cgi- binl.}y /temp1ate2jSEx'' /I FRAME /showpage.him1 ?name =TG... 7/6/2012 TGFU.R 1306 - Roofing Systems Page 2 of 3 The use of polystyrene Insulation board between minimum 3/4-in. thick perilte board and deck with rosin paper (perlite /rosin paper /polystyrene/perate) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems. 'EnergyGUard® RA" or "Tapered EnergyGuard® RA" Or "EnergyGuard® Composite RA" may be substituted for any Aties Roofing Corp. polyisocyanurate Insulation In any of the following Classifications, Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® 480 Premium Base Sheet" may be used in any of the following Systems. " GAFGLAS® Flex Ply 6° and 'Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLASO ply 6 "GAFTEMP Permafite Recover Board' may be used in lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshleld MB" at 21 to 3 -ga1/100• ft7. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoida 20 Fir "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A incliner 3 1. Deck: C -1S /32 Insulation (Optional): e- One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. .1y-Sheet: — Three or more plies Type Gi or " GAFGLAS® Ply 4" or' rri -Plyt Piy 4" or " GAFGLAS® Py 6" hat moppeo. SurfaC:irg; — Gravel. (,. 2. Decks C -15/32 i c Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or 'perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GI or " GAFGLAS® Ply 4" or "Trl•Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Piy® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCep"' BUR Mineral Surfaced Cap Sheet." Incline: 2 3. Deck* NC Inclines 2 •••• • • • • •••• • • • Insulation O • • • • ••• (Optional): — One or more layers perlite, wood Fiber, glass fiber, polyisocyanurate, urethane, rite yisocyarti composite, perlite/urethene composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. �• • Ply sheet: — Two or more plies Type GI " GAPGLAS® PIy 4 ", "Tri -PIyee Ply 4" or " GAFGLAS® Ply 6 ". • • • • • • • Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri•Plyeg Mineral Surfaced Cap Sheer' or • "GAFG EnergyCap'" 8UR Mineral Surfaced Cap Sheet" • • • i i•�i • • • • • • •••• •••• ••••• • • • • • • • 4. Deck: C -15/32 Incline: 1 • • •••••• • Slip Sheet (Optional): — Red rosin paper, nailed to deck. • Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanical: fastlinee or adhered wiry OMG inc. "Oly5ond Fastening System' or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 " GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be na7ee), • • Ply Sheet -- One or more plies Type GI " GAFGLAS® Ply 4" or "Tri•Pty® Ply 4" or GAFGLAS® Piy 6 ". • • • Cap Sheet — One ply Type 03 " GAFGLAS® Mineral Surfaced Cap Sheer or "Tri -Ply® Mineral Surfaced Cap Sheer or "GAFGLAS ®• • • • EnergyCap" BUR Mineral Surfaced Cap Sheet." •••• Surfacing (optional): — "TOPCOAT® EnergyCoter"" applied at a rate of 2•gaI /100 -ft2. 5. Deck NC Incline: 3 Base Sheets -- One ply Type G2 " GAFGLAS® 07S lease Sheet" or "Tri -Ply® #75 Base Sheet". Ply Sheet — One or more plies Type GI " GAFGLAS@ Ply 4" or 'Tri-Ply® Piy 4" or " GAFGLAS® Ply 6 ". Cap Sheet — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Piy@ Mineral Surfaced Cap Sheet" or " GAFGLAS® http : / /database.W. corn /cgi- bzrJXYV/ template /LiSEXT /1FRAMF/showpage.htmi ?name =TG... 7/6/2012 • • • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211670 Permit Number: RF -5 -14 -883 Scheduled Inspection Date: May 29, 2014 Inspector: Rodriguez, Jorge Owner: , CIO GFB TAX SERVICE LLC Job Address: 1316 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DADE PROFESSIONAL ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)609 -2522 Parcel Number 1122320270150 Phone: (786)412 -5354 Building Department Comments RE- ROOFING FLAT ROOF TO FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 28, 2014 For Inspections please call: (305)762 -4949 Page 16 of 32