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RF-15-473aNG'EL Miami Shores Village Building Department MAR 04 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRICROOFING FBC 20(:+�:) Master Permit No. Sub Permit No. '"' ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �Q'y CONTRACTOR DRAWINGS JOB ADDRESS: 1 l j Citv: Miami Shores Cnuntv- Miami Dade Zin- 2) t Ste/ Folio/Parcel#: -3oI-n0"s-00 the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):R) I �� Ad 00 NW City: ( State: Tenant/Lessee Name: Email Gh)ASi Iil° (ne#: ne#: P CONTRACTOR: Company Name: C V'�1V� {2p�j(!CN�1 , (� Phone#: X05 Address: �A(11 Oa, SW i q City: V Vt r'1 v•t (( State: C Zip: (/L J Qualifier Name: 1A'P v l(5L l� � NJ� Phone#:/��,/� `t 7-� State Certification or Registration #: COCA 039 � Certificate of Competency #: �� b DESIGNER: Architect/Engineer: hone#: Address: City: Stater Zip: Value of Work for this Permit: $ �Q0 o� Square/Linear Footage of Work: �lJ( i Type of Work: ❑ Addition ❑ Alteration ElNew [Repair/Replace [_1Demolition Description of Work: t — 1' er'�/(A'(��YL V� ]b C442 S !�4s— - Specify color of color thru tile: Submittal Fee $ Permit Fee $ p�•'Q d CCF $ 1 CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $G00-00 TOTAL FEE NOW DUE $ • 30 �► -1 ' � Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWN r AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of�'i 20 C ;> by tNLLCW,(, Rf1Xt 0;-/, who i ersonally know me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: ' PEDRO A GgDOY dr•MY COMMISSION M EE 198673 EXPIRES May 15, 2016 Ia071•4'W'n 3N98-01$ florlAanetwysenla eam -oi5J The foregoing instrument was acknowledged before me this day of� 20 , by App eL, & r�EN = who i ersonally know o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: �" t 'EDRO m GODOY Seal: M- COMMISSION q EE1981," u EXPIRES May -,S, 1"- e,ma cu.•.". �ondan APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Florida Limited Liability Company B & L REALTY HOLDINGS, LLC Filing Information Document Number FEI/EIN Number Date Filed State Status Principal Address 3900 NW 2ND AVE MIAMI, FL 33127 Mailing Address 3900 NW 2ND AVE MIAMI, FL 33127 L12000005416 45-4288296 01/11/2012 FL ACTIVE Registered Agent Name & Address BROMLEY, STEPHEN R 3900 NW 2ND AVE MIAMI, FL 33127 Name Changed: 01/25/2013 . a W4;- $ 0. Name & Address Title MGRM BROMLEY, MICHAEL W 3900 NW 2ND AVE MIAMI, FL 33127 Title MGRM LEIDESDORF, EDMOND H 3900 NW 2ND AVE MIAMI, FL 33127 Report Year Filed Date Page 1 of 2 http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 3/4/2015 Date Time Type Job # Length Speed Station Name/Number Pgs Status ---------- ----- ---- ----- ------ ----- ----- -------------- --- a 2015-03--02 13:14 SCAN 03077 0:38 14400 1 800 685 7530 1 -- V.17 AB31 CERTIFICATE OF LIABILITY INSURANCE f 312/1015 4RTWICATO I$ ISSUED AS A MATTER OF INFORMATION ONLY AND CONFF 914, TM CERTIFICATE DOES NOT AFFIRMA NO RICHTS UPON THE CORTIFICATE HOLD TIVELY OR NWAVIIELY AMEND, eXTEND ALTER 'Me OR COVERAGE AFFORDED By TH POLICIES: "4E BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THIg. ISSUING 11143UR9151(8). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, ', 1"9 Wilts and conditions ofthe oollty, moy Astetezatoto ""aHoftcov do" eat 4'Ww F;Ohts to tho 00046ilt, haftlit, in f4u of Iiii,ch ..donsMt ANBYS AssUamez AozmclEs ...... . 1441 W Plaglor St fFAX �' "Oj-642-60� .... 643-5969 is Miami, EL 33135 !!Ur&nCo ,Mom EXECUTIVE ROOFING Ilio SZCURXTY if ORAL Ili� CO. 0022 SW 89 ST. MIAMI,FL. 33156 _AGE$ CERTIFICATE NUMBER, REVISION NUMIBER� THIS is TO CERT lFY THAT YI G FOLiCiES OF INIiciRANCE U07to BELOW HAVE BEEN ISSUED 1W)ICKIEV. NOTWITHSTANDING ANY REQUIREMENT, TERM - OR CONDITION Of ANY NTfL4CT OR 5-rHip ENT WITH RESKCT TO WHICH THIS ,' ERTMCATe h%y BE ISSUED OR MAY PEkTAIN TMt NSUAANCC AFFORDED T POLICIES BY DES URRiEED F'XOt,US"S AND CONDMONS Of SurNPOLICIV�,LPAIT,$Smov)uIAAY"AvC Rfc.N;R( HEREIN IS SUBIECT TO ALL T14E TERMS, BY PAID 0 lug, "Lilly WAWA X! FACR 1'000'000 -MA'-A N X "M i LL— Apolqqq�J J A' I !!Tli,tt!!�t!'—'n 11 5,000i11111- 1SES1119960 11/07/14 1, 0 000:. WfIiRAI, Cflq "OWqATI! UfAil MKP f PFR PRO-OUCT4, C1.1vM0 AQU S X 800ILY '""'y 'N+ WWI .W.,.,.. ?Ill WxURv,,i;v- —"c"Ii AMOS S S T-- Lj E L mlic'.ME -MtMv owv t ,.ROOFER CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VTLLAGE SHOULD ANY OF '446 ABOVE DEgi POt ICIES BE CANtIIL:90 OPPORE BUILDING DZPA14-M-OT Tie EXPIRATION DATE ThERE01", NOTICE wid Be DELNFRFD iN 10050 NZ 2 AVE".. ACCORVANC9 WITIINIIC POLICY PROVIV ,ORR; MTAMT SHORCS,FL. 33138 Att: suildlnq Departmentos"05-105-2204 01088-2frI6,ACOA00,601PORATIOM A04 gO 14 lsswW. Tris ACORDnsmo arid logo we STATE OF FLORIDA I DEPARTMENT OF- SINESS AND PROFESSIONAL ULATION l� CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PENA, ANGEL M EXECUTIVE ROOFING INC 8022 SW 89 STREET MIAMI FL 33156 --Conga ulabonsl 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.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Departments 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' (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND W PROFESSIONALREGULATION, CCC039795 UED: __ 06/24/2014 CERTIFIED ROOFING. CONTRACTOR PENA, ANGEL W ' , EXECUTIVE ROOFING IN IS CERTIFIED under the provisions of Ch.4489 FS. Expkawn date : AUG 31, 2016 DETACH HERE RICK SCOTT GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD i CCC039795 I The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 PENA, ANGEL M EXECUTIVE ROOFING INC 8022 SW 89 STREET MIAMI FL 33156 m ISSUED: 06/24/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1406240001080 000su Local Business Tax Receipt Miami—Dade County, Stateof Flortda -THIS IS NOT A BILL - DO NOT PAY 1717962 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES RENEWAL EXECUTIVE ROOFING INC 1717967 SEPTEMB�EF�� 10547 SW 184 TERR pursuant to County Code,. MIAMI FL 33157 Chapter BA- ArL 9 & 10 OWNER ' SEC. "TYPE OF BUSINESS PAYMENT RECEIVED EXECUTIVE ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 000039795` $75.00 08/21/2014 Worker(s) 9 CREDITCARD-14--033407 This Local Business Tax Receipt only confirms payment of the Loe81 Business Tax. The Receipt is not a license, permit or a certification of the holder'ss quaiifi'to d ch appy Holder must the business. oma With any governmental or nongovernmental regulatory laws and requ The RECEIPT NO. above must be displayed on all commercial vehicles- Nliami4lade Code See ea-VIL For more information. visit 1 CERTIFICATE OF LIABILITY INSURANCE Date 1 3/3/2015 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon tate Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. 1 (727) 938-5562 Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & SubsidiariesInsurer 2739 U.S. Highway 19 N. Holiday, FL 34691 A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, teen 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Claims Made ❑ Occur Damage to rented premises (EA occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: Policy 11 Project ❑ LOC General Aggregate Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EAAccident) $ Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Aggregate Occur ❑ Claims Made Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2015 01/01/2016 x I wC statu- tory Limits OTH- ER E.L. Each Accident $1,000,000 Any propdetor/partner/executive officer/member E.L. Disease - Ea Employee $1,000,000 excluded? NO If Yes, describe under special provisions below. 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/Locations/Vehicles/Exclusions added by Endorsement(Special Provisions: Client ID: 92-68-397 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Executive Roofing, Inc. 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 list 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: ISSUE 03-03-15 (TLD) Begin Date 4/1612014 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies 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 BUILDING DIVISION do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138! k". �M 4m" 104 tl ® Ra.Rnnflnn ❑ Racoverino 0 Repair ❑ ROOF SYSTEM INFORMATION ..... oof Area (SF) Steep Sloped Roof Area (SF) Total (S1.4 O 6Qo:• Section B (RMf lan) Plan: illustrate all levels and sections, roof drains, scuppe d overflow drains. Include dimensions of sections and le nsions of elevated eressure zones and location of DaraDets. 0000. 0000. 0000. 0000. 0000. 0000. 0000. 0000. Florida Building Code Edition 2010 High Velocity Hurricane Zone Unifonn Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required From Notice of Acceptance: Permit Application Form See List Below ,Eow.Slope Application A,S,C 1,2,3,4,5,6,7 .000 . . General Limitations ;PrgFcriPtlK@31UR-RAS 150 A,B,C 4,5,6,7 Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Asplialtic.3hingles A,B,D 1,2,4,5,6,7 ..0. 0000 S. Owners Notification for Roofing Considerations(Re-Roofing On oncrete 61�.ejvy Tile A,B,D,E 1.2.3.4.5,6,7 Metal Ro A,13,131,2,3,4,5,6,7 0 Wboi Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application S. Owners Notification for Roofing Considerations(Re-Roofing On 7.1 Any RequlFed Roof Testing/Calculation Documentation 123 01-48 1/13 PAGE 1 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FANIILY 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: Owmer'sName 1BL qlvil4l Property Address I W ST 0000 0000 Roofing Permit Number 00 • .000000 • 000000 00 00 0000.0 Dear Building Official:• • • • • • • 0000 0000 0000.. • 0 I ( 0000. 0 ,, 0000 I��.�1 lG tL` �'1� L certify that I am not required to retrofit. the roof 14 0000.0 • •Vall • •; • O connections of my building because: 000000 • • • • 6009:6 9 00.00. 0 0 0 0 0 000.. 0000.. The just valuation for the structure for purposes of ad valorem taxation in less ttlao $300,000.00. :00.0: 00 0 0 000 9 . • LJ The building was constructed in compliance with the provisions of the Florida Building Code (FBQ or with the provisions of the 1994 edition of the South Florida Building Code (1994 �rint Name STATE OF FLORIDA COUNTY OF MIANII-DADE Sworn to and 1 scribed before me this day of 1 20 (SEAL) -p:Kyi'� 4.= PIF -DRO A GODov `_" g' M' �nMMI5SiC7N A EE 1986Y3 fp;,'# EatPiltE5 M0y 75, 2016 / No►1 »io�aa ��0'i°'^"WYa+rvieecam V/ Personally 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. 01 q AFFIDAYTT 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 Official 11805 Coral Way, Suite 111 Miami, FL 33175 It r n � ! Re: Owner's Name Luh Property Address 30 0000 • 0000 0000.. Roofing Permit Number •• • 0600.. .. •. 0090.. 0000.. • • •.000 •.... 0:000.. Dear Building Official: 0000 00000 000. • 0000.. 0000 .....• . certify that the roof decking attachment and • • j rs leave . • � strengthened and corrected and a secondary water barrier has been provided as required b� the .Manual .0 00„ of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures"• apptj •by •tje • Florida Building Commission by Rule 9B-3.047 F.A.C. • • • ... . Qualifying Agent S ' afore of Quali g Agent /�(lG J C /��NA Print Name STATE OF FLORIDA COUNTY OF MIAMI -DARE Sworn to a ubscribed before me this day (SEAL) mr co ORO A GOODY •{q :: EXportEs 1�1NrEE198673 �1 �qd+a Is, 2016 Personally known" or Produced Identification M®ZDADE OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE—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 initials in the designed space indicates that the item has been explained. N11. 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. EE2. Renailing wood decks: When replacing roofing, the existing wood roof deck mar haw to be•"iced in ...... accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida QAil�i mg 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 bet", ;�eighboiiO units (!e� •• townhouses, condominiums, etc.). In buildings with common roofs, the roofing contracto#o"@r owne�.sbvuld rLgi y• the occupants and adjacent units of roofing work to be performed. • • • • • • • • • • • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof d2Cking•*%C�g vie\vcd•:• from below. The owner may wish to maintain the architectural appearance; therefore, roo;VVnail pengtrations oftha.: underside of the decking may not be acceptable. The owner provides the option of maintaining its a4; rake. ® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Ful 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements 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 interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, shall not be required. ,1 , Owner's/Auent's Signature: I Date: M / liZ]/ Fl --51 Contractor's Signature: Permit Number: Property Address: N S 123 01-197 12/09 section C rarAM11•D IDE Miami -Dade County HVHZ Electronic Roof Permit Form .�� Section C Page (Low Slope Roof Systems) "Delivering Excellence Every 17ay" Fill in the specific roof assembly components. if a component Is not required, insert not applicable ft/a) In the text box. ROOF SYSTEM MANUFACTURER: I! GAF l Top Ply: Product Approval (NDA): 14-0611.01 System Type: E1 GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: HOT MOP ASPHALP (Pi) Feld: -42.8 psf Surfacing: I GRANULES (132) Perimeters: -71.1 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 .:12 Roof Mean Height: 16 ft. Parapet Wells: 0 No 0 Yes Parapet wall Height: ft. Deck Type: —5/8" Plywood— Support Spacing: " o/c Alternate Deck Type: NA Existing Roof: SAME Fire Barrier. N/A Vapor Barier: WA Anchor Sheet: NIA Anchor Sheet Fastener / Bonding Material: ' NIA Insulation Base Layer Size & Thickness: NIA Insulation Base Layer Fastener / Bonding Material: NIA Insulation Top Layer Size & Thickness: NIA Insulation Top Layer Fastener / Bonding Material: NIA Base Sheet(s) & No. of Ply(s): ! GAF GLASSBASE 6@ (1) PLY Base Sheet Fastener/ Bonding Material: 1-114" RS NAIL AND TIN CAP 1-5/8" Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) PLY Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet wdth: FN7A " 112 Sheet Width: FN7A " No. of Single Ply 112 sheets: NA . . • • • • • Single Ply Membrane Fastening I Bonding• drial! • •'• "'0; • NA 000600• . • •• • 06.00• 6666•• FASTENER SPACING FOR BASESHEfjjA jTACHMEN� 6 • • • 6 9 • • ❑ SINGLE PLY MEMBRANE ATTACHISFA-6 •' ' • • • •' 1. Feld: E " o/c a Laps &F2� rows " o/c • • • • • 6666 2. Perimeter: a " o/c Q Laps & El070W" olc ' ••00•• • • • 0 . 606"0• 3. Comer. F67 " o/c (d Laps & F4 rows 6 " o/v 6666•• • • NUMBER OF FASTENERS PER INSULATUN BbARD: 0' ;'; 6606.. • • 1. Feld: FiWi 2. Perimeter: FNA 3. Corner. E9 • Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: 1"X8" FACIAL BOARD Wood Nailer Fastener Type and Spacing: WOOD NAIL 16D EVERY 16" OC EDGE & COPING METAL SIZES: Edge Metal Material:—Galvanized Metal— Edge Size: —3" face 26 ga.— Hook Strip Size: I—SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: 11 -1/4!' -RS NAIL 4"OC Coping Material: I —SELECT PARAPET WALL COPING MATERIAL -- Coping Size: —SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: NA Edge Nailable Deck MI® Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every We • Illustrate Components Noted and Details as Applicable:.....; 0000.. 0000 0000.. Top Pty Interplies Base Sheet III Roof Mean Height: , ft. Drip Metal: 3" X3" GALV 26G Surfacing: Drip Metal GRANULES Top Ply: GAF MINERAL CAP SHEET Znterplies: GAF RUBEROID 20 Base Sheet: GAF GLASSBASE$C# Deck Type: PLYWOOD 5/8" 0000 0000 0000.. .. •• 0 0000:. 0000 ••0000 '0000. 000.0 ..000 . • 0• ..0 000 0060.. 0000:0 ... :. • •. b- ...., .. 16. pack. NC Incline: 1/2 Insulation (Optional): — Any thickness perlRe or woad fiber er glass fiber or potyisocyanurate mechanically fastened or adhered with OMG lnM "OlyBond fastaaing Sy~'Gr any UL Classified tnaufat:on adhesive, Base Sheet: -- One ply Type G2 "CAFGLASe #75 Base Sheet" or -Tri-Ply #73 Base Sheet" mechaalratiy fastened Ply Sheet: — One or two plies Type G2 "GAPGLASe Ply 4" or "Tri -Ply 4" or `GAP ASS flex Ply 6" or Type G2 "G4FGLA5e *75 Base Sheet" or "Tc -Ply 075 Base Sheet' fully adhered with hat tooting asphalt. Cap Sheet: — One ply Type 63'GMGLASO Mineral Surfaced Cap Sheet" fully adhered adth hot roofing asphalt Surfacing, — " TOPCOATO EnergyCotaTM" or "TOPCOAT® MB Plus - White" or'Matrlx 32Y applied at a rate of 2-gal/100-ft?. 17. Peck, C-15/32 IneBne:1/2 0000 Insulatioit (optional): — Any thickness perste or wood Aber or glass nber ar polylsocyanurate mechanically fbstenedbj;dhered with • *0000 OMCs Inc. 'VyBond Fastening System" or any UL Classified insulation adhesive. • Barrier Board* — Minimum Wain. thtdt Georgla-Pat9Bc Gypsum LLC "DensDedts Roetboard" or "DensDeck Prime® Rlafiroagf.or • • DensDeck OuraGuard" Rootgoard" or minimum it-tn. thick Untied States Gypsum Corp. 'SECUROC 8 Roof Board" t rypa #%X G) or • • • • "SECUROCKO Glass -Mat Roof hoard" (Type SGMRX) mechanically fastened or adhered With OMG Inc. *01vik fid FastarridNIkem- or any . UL Classified Insulation adhesive with buttJoints in the bawler board prodacts staggered a minimum 06-1n, from plywoodk lnts. Base Sheet: —One ply Type G2 "GATCAASip 075 Base Sheet" or "Tri -Ply 475 Base Sheet" mechanically fastened • �.� • • • • Pty Sheet:— One or two piles Type Gil "GAFGiAS® ply 4" ar "til -Ply 4" ar "GAFGtASm Flex ply 6" or Type G2 "GAFGPAS81075 Base � � � • � • Sheet" or "Tri -Ply 075 Base Shoat' fully adhered with hot roofing asphalt. **go* Cap Sheet:— One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalL • 0 0000 Surfacing: —'TOPCOAT® EnergyCote"" or" TOPCOAT(0 MB Pius - White" or "Matrix 322" applied at a rate of 2-gaf W -A • 10. Dacia NC IncNne: 1 . • • • • . Insulation (optional), — Any thickness partite or wood fiber ar glass fiber or polyiNcyanurate mechanically far toW or adhered witif . % OMG Inc. "OlyBoad Fastening System" or any UL Classkied insulation adhesive. • • 0• • Base Sheets — One ply "GAFGLAS6 Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roaAng agphalt Pty Sheet: — One or two plat. "Rubarotde Mop Smooth' or "Ruberolde Mop Smooth 1.S" or "Rabarolde Mop Smooth plus" or : • • "Ruberaide 20" ar "Ruberoide 20 HT" fully adhered with hot rooting asphalt • Kirmbranet -" One ply-GMGLASS Mineral Surfaced Cap Sheet' fully adhered with hot roofing asphalt � Surfacing: — "FOPCOATO EnergyCate— or "TOPCOAT• MS Plus - White" or "Matrix 322" applied at a rats of 2-gal/100-fe. 19. Peck: C-35/32 Inclines 1 Insulation (optional): — Any thickness patine or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL GeWfied insulation adhesive. Barrier Board: — Minimum %-In. thick Georgia-Paclnc Gypsum ILC "PensO*tk4D Roorboard" or "Oenslaeck Private Roolboard" or "DensDeck DuraGuard'" Roofboard" or minimum y" -In, thick untied States Gypsum Corp. ISECUROCK49 Roof Board" (type FAX -G) or "SECInIOCK D Glass -Mat Roof Board" (Type SGMRK) mechanically fastened or adhered with OMG Inc. "011rBond Fastasing System" or any UL Classified Insulation adhesive with butt joints in Use barter board products staggered a minimum of 6 -In. from plywood deck joints. Base Sfteet: — Oat ply "GAFGLASe Stratavent Eliminator Venting class Shaer fully adhered with hot rooting asphalt Fly Sheet: -- One or two PROs "Ruberolde Mop Smooth" or-RaberoidO Mop Smooth Plus- fully adhered with hot roofing asphalt Membrane: — One ply "GAFG1A5e mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: —TOPCOAT• EnergyCote^'- or "TOPCOAT® MS Plus - White"' or Matrix 322" applied at a rate of Zget/100-R2. 20. Dacia C-15/32 Incline: 1 Base Sheet: — One pry Type G2 "Gs RF%6E# 075 Base Sheet" or 'Tri-Piye x75 Base Sheet" mecherrkally fastened. Insuratlan (Optional): -- Any thickness or combination: pante or woad fiber or glass fiber or polyltacyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBand Fastening System" or any UL Classified insulation adhesive. Base Sheet: —One or more plfes "Rubor Ids 20" or "Ruberotde 20 hr or `Ruberolde Modified Base Shear, hot mopped or mechanically attached. Cap Sheet: — One ply Type 63'dAFGLAS® Mineral Surface_ d Cap Sheet" or'Tr[-P!y®!!!Hera) Surfaced Cap Sheat" or "GAFGLAS® EnetgyCapr- BUR Mineral Surfaced Cap Sheet:' Class IS 1. Beak: C-15132 Recline: 3-112 Insulation (Optional): -- One or more layers periite or wood fiber or glass fiber or polyl<s"nurate or urethane or perlke/polylsocyanurate composite or parlite/urethane composite or wood nber/palyisocyanurate composite or phenoue, any thickness. Ply Sheet: — Two or more piles Type G3 "GAFGLASO Ply 4" or'Trl-Pty® Ply 4* or "GAFGLASe Ply 6" mechanically fastened Grp Sheet: — Type 63 "GAFGLAS® Mineral Surfaced Crap Sheet' or "Tri -Ply Mineral Surfaced Cop Sheet" or "GAFGLAS44 P.nerpyCap•^ BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck, C-15/32 Incllim 3-1/2 insulation (Optional): -- One or more layers pentte or wood fiber or glass fiber or polylsocyanurate or urethane or perilte/potvisocyanurate composite or perlkelurethent composite or wood fiberlpolytsocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Typs GI or Type G2 or Type G3. Membrane, -- One ar more pits "Rubamlde Torch Smooth" or "Rubes ft Torch Granule" or "Ru4sroide Torch Granule Plus' or "RuberaldO Mop Smoods" or "Ruberoldlr9 Mop Smooth 1.5" or "Ruberold® Mop Smooth Pius" or "Ruberefde Map Granule" or "nuberald® Mop Plus Granule" or "ROOfmatch— SBS Modified Granular" or'rri-Paye SBS Modified Bitumen Moanbrane" or"ROOFMatch* App Modified Granular' or "i'rl-Pty® TP -4G" or'Td-Ply TP -4" or "Ruberold® Dual Smooth." Cap Sheet: ' GAFGLASe Mineral Surfaced Cap Sheet", or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLASe EnergYCap- OUR Mineral Surfaced Cap Sheat" fully adhered with hat roofing asphalt. 3. Dacia C-15/32 Iriclinat 2-1/2 http.l/database.ul.coinkgi-binlXYV/templatelLISEXT/1FRAME/showpage,.html?name=-T... 6/27/2013 • • i• •i • M71 MIAMI-DADE COUNTY 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.zov/eeonomv GAF •. 1361 Alps Road :.'• '....' Wayne, NJ 07470 • • •• .. SCOPE: • • • • •' • This NOA is being issued under the applicable rules and regulations governing the use of censerlion . "•'• materials. The documentation submitted has been reviewed and accepted by Miami -Dade C"W"UR - "" Product Control Section to be used in Miami Dade County and other areas where allowed b5bfhe.tiuthor .q : * " Having Jurisdiction (AHJ). :00:,, This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counly Prodvat.. % Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miatn*•Dadt7 County) reserve the right to have this product or material tested for quality assurance purposes. If this product, $r: 0 0 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:: GAIT Ruberoie Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo, , �-J NOA No.: 14-0611.01 Expiration Date: 1I/06/15 Approval Date: 11/06/14 Page 1 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: • FireOutm Fire Barrier Coating, VersaShiele Fire-Resistant Roof DLG ' "' • .... (optional) Protection or Securock* Gypsum-Fiber Roof Board. ..0.10 . • • • • Base sheet: GAFGLAS® #80 Ultima "' Base Sheet GAFGLAS' Stratavent® Eli 0 mMrT' Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat-WgId •Sm000f • • • ; • • • • or Ruberoie SBS Heat-Weld`"` 25 base sheet mechanically fastened I ¢eek as *0090 . • • • described below: ..'. • • ; • • • ..; • • • Fastening GAFGLAS Ply 4, GAFGLAS® FlexPly"' 6, GAFGLAS® #75 Ba.em'e: or any "; • Options: of above base sheets attached to deck with approved annular ring ghank trails argL •. ... tin caps at a fastener spacing of 9" o.c. at the lap staggered and in tyrperows 12110 • • • o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) • GAFGLAS Ply 4, GAFGLAS® FlexPIym 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Teem #12 Fastener, Drill-Tec" #14 Fastener or Drill-TecT' XHD Fastener and Drill-Tec`' 3" Steel Plate, Drill- Tec" AccuTraco Flat Plate or Drill-TecT' AccuTraco Recessed Plate installed 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' F1exPiy"I 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 Ultima" Base Sheet, Ruberoie 20, Ruberoie Mop Smooth, base sheet 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 —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tee T' #12 Fastener, Drill-Tec"' #14 Fastener or Drill-Tec" XHD Fastener and Drill-Tec" 3" Steel Plate, Drill-Tec"" AccuTrae Flat Plate or Drill-TecT' AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the 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-TecT' 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.: 14-0611.01 MIAM•DADE COUNTY Expiration Date: 11/06/15 '' • Approval Date: 11/06/14 Page 25 of 29 Fastening GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tee #12 Fastener, Drill-TecT" #14 Fastener or Drill-Tec'XHD Fastener (Continued) and Drill-TecT 3" Steel Plate, Drill-TecT" AccuTraco Flat Plate or Drill-TecT AccuTrae Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxiarr m Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS6 FlexP!yT* 5, �•... • GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or RWIb roil 20 • • sheet adhered in a full mopping of approved asphalt applied within T range • �•: and at a rate of 20-40 lbs./sq. • Membrane: One or more plies of Ruberoid Mop Smooth, Ruberoid Mop uberoi&6 • • �17p,F�R, Mop Granule, RoolMatch SBS Modified Granular, Ruberoid Ngp�1us Granule',. • - Ruberoid 20, Ruberoie 30, Ruberoid® EnergyCap- 30 FR SBS l rane, ' • • • Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping b*ppro ved • asphalt applied within the EVT range and at a rate of 20-40 lbs./tq. • • • •.:, Or One or more plies of Ruberoid' Mop Smooth, Ruberoid Mop Granule, •„ • RoofMatchT" SBS Modified Granular, Ruberoid Mop 170 FR, Ruberoid'' Mop Plus Granule, Ruberoid' 20, Ruberoid®30, Ruberoid® EnergyCap'-30 FR SBS Membrane, Ruberoid 30 FR or Ruberoid Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 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. GAFGLAS°° Mineral Surfaced Cap Sheet or GAFGLASOEnergyCapT BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 26 of 29 13 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASa' Ply 4 and GAFGLASO FlexPly rM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" DensDecO Roof Board or '/" 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 Materi#ls .' • • • Directory for fire ratings of this product. `.. • • ' • • • 2. Insulation may be installed in multiple layers. The first Iayer shall be attached in compl iaaw with • ` • ; Product Control Approval guidelines. All other layers shall be adhered in a full mopplas of. approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mecbadeally attached using the fastening pattern of the top layer 00000 •� • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in a?;ibV,�d .. asphalt, panel size shall be 4'x 4' maximum. • • 0 4. An overlay and/or recovery board insulation panel is required on all applications ovt* c15*9' 1 cell foam insulations when the base sheet is fully mopped. If no recovery board is used Ue base* sheets shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24"•q,.e.; or strilf mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allow,itlg; •� 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf, insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said 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.) S. 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 Expiration Date: 11106/15 Approval Date: 11/06/14 Page 29 of 29 �-1 C�1l�G��EJ1�I'k�fRS, IJI�' UPLIFT TEST EXPERTS Owner's Name: Job Address: o Roofing Con Type of Tile: A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION ,,-=y7 3 LCC Permit #: !2F- 3 - 14;E- V 7-4 : z5cEevvr7dF Approximate Roof Height: /2 feet Roof Pitch Type of Access to Roof: „Scaffolds ' Approximate Square Footage of Roof: �%� ft 2 Required Testing Force: 35 lbs. Testing quipment: F.G.E. 100 Date Tested: 3 flu /200/d-77 Date installed: Ladder Other 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 REPOZSUITTED B Jose A. MartP.E. # 03150A-1 CONSUGI ERS, INC. Lab. CeIrf4ation # 07-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 - SPANISH: Cell (305) 498-9804 �-_-��Yiii i i rLiil�•��-�-�� 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 REPOZSUITTED B Jose A. MartP.E. # 03150A-1 CONSUGI ERS, INC. Lab. CeIrf4ation # 07-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 - SPANISH: Cell (305) 498-9804 A-1 CONST -TILTING ENGINMERS INC. ROOF S'I_$CONSULTUxIG ITTLIFT TEST OCTERRS LA.B. CERTIRCATION No.01-1224-5 4383 SW70 CT,. AHAAH FL. 33155 TEL.305-740-9550 F-AX.303-740-9550 O-Amer's name: Permit#: RF -3-15-473 job address: 170 NW 97 ST MIAMI SHORES 11. Roofing contractor: EXECUTIVE ROOFING. T of tile: VANGUARD ROLL. Date installed: Approximate roof height: 12 feet Roof pitdi: 3/1-2 Tipe of access totoo f: Scaffold: Ladder: Other: Approximate square footage of roofia,-i- 423 ft2 Required testing force: 33 lbs Date tested. Number ® tests. 7 SKETCH OF ROOF Deviced: JMM Date. 3/23/2015 A-1 CONSULTING ENGINEERS, INC. ROOF STRUCTURES CONSULTING, UPLIFT TEST EXPERTS LAB CERTIFICi .TION No. 01-1224-5 4383 SW 70 CT..viiami, Florida 33155 TEL. 305-740-9550 FAX., 305-740-9550 Miami, March, 10/2015 To: Miami Shores Village Building Department Permit Number: RF -3-15-473 Roofer: Executive Roofing Job Site:-1@05eP4-�Au� Miami Shore, Florida 33138 INSPECTION FLAT ROOF To whom it may concern: I, Jose A. Martinez, P.E., performed the following inspection on the roof at the above referenced location and observed the following: Flat Roof: Slope: 1/2 :12 Roof Mean Height: 16 ft. Deck: CDX Plywood 5/8". Roof System Manufacture: GAF Ruberoid Modified Bitumen Roof System for Wood Decks. System Type: E1 SBS/SBS. Notice Of Acceptance (NOA): 14-0611.01 Base: One Ply GAF GLASSBASE 80 # Base Sheet: Anchor Fastener 1-5/8" Tin Cap and 1-1/4" Ring Shank nails. Ply Sheet: One Ply GAF Ruberoid Smooth 20. Top Ply Fastener: Asphalt Hot Mopped Top Ply: GAF MINERAL CAP SHEET. To Ply Fastener: Asphalt Hot Mopped Surfacing: Granulated Base Sheet: Attachment: Field: 9" o.c. @ Laps & 2 rows 9" o.c. Perimeter: 6" o.c. @ Laps & 4 rows 6" o.c. Corner: 6" o.c. @ Laps & 4 rows 6" o.c. This report is based on a physical inspection of existing roof structural components and certifies that the above referenced flat roof is compliance with the Miami Dade Building Code, Notice of Acceptance 1 A-1 CONSULTING ENGINEERS, INC. ROOF STRUCTURES CONSULTING, UPLIFT TEST EXPERTS LAB CERTIFICi .TION No. 01-1224-5 4383 SW 70 CT. Aiami, Florida 33155 TEL. 305-740-9550 FAX.. 305-740-9550 (NOA): # 14-0611.01 and complies with the minimum requirements as set forth Florida Building Code. (Attached Photos) Please do not hesitate to contact my office if you have any questions regarding this Inspection. Cordially, Jose A