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RF-10-205 a d � r Miami Shores Village, 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 e r '�W " Phone: (305)795 -2204 Expiration: 0811 1/20 1 0 Project Address Parcel Number Applicant 160 101 Street 1131010230200 Miami Shores, FL 33150 -1214 Block: Lot LERITZA BOLIVAR Owner Information Add Phone Cell LERITZA BOLIVAR 160 101 Street (786)229 -5250 MIAMI SHORES FL 33150 -1214 Contractor(s) Phone Cell Phone Valuation- $ 5,600.00 JVD SERVICE INC (305)305 -8945 Total Sq Feet: 690 Type of Work: Re Roof For Inspections please call: Additional Info: ROOFING (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.60 RF -2 -10 -37025 $ 262.60 $212.60 Education Surcharge $1.20 Permit Fee - New Roof $250.00 RF - 2 - 10 - 37025 $ 262.60 $ 262.60 $ 0.00 Scanning Fee $3.00 Technology Fee $4,80 Total: $262.60 1 11 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 16, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 16, 2010 1 � Miami Shores Village M0M9TMjC__,,, Building Department FEB 10 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y. °' ° ° ° ° ®' ° ° ® ® °m° Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. . 9 R 0 ® AO PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building oofin Q Owner's Name (Fee Simple Titleholder) Owner's Address If ci [,i eZ -� State / Zip Tenantd,essee Name Phone # d Job Address (where the work is being done) r A( UJ W City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # // - ]3/0 - ®r} 3' OD-OC Is Building Historically Designated YES NO Contractor's Company Name . V - UJ , r t/' ;P NC Phone ,bes - 1 �� �� � d Fl o Contractor's Address 163W L{ (; w a NP PK (._( V City A k AL State Zip ��j / Qualifier Name ose Phone # r2, C �V ) j OS °-t*9 7 3 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ��.�. ®� Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration []New Repair/Replace ❑ Demolition Describe Work- �� , �, x, x*, r, ����, �, �, ��, x*, ��t�, �, �, �, ��a�, ���, �* a�, �, ��, �, x, �F ��, x, �, a�, �, �, �, �, �, x, r* a, �, x�aar, x, �, �a � , ,� � �u,�,�er,�,as��,�,���,���a CAS4 Submittal Fee $ ' EG - Permit Fee $ \ Q a d CCF $ CO /CC Notary S Training/Education Fee $ Technology Fee $ L A, Scanning $ - J. 0 C Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ --2,, See Reverse side -� 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 1WROVEMENTS 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature p,4~ - -- Signature Owner or Agent * Contractor The foregoing instrument was acknowledged before me this The forego' g instrument was acknowledged before me this ®0 day of +e- , 20 ( by day of 20 tO, by who is personally known to me or who has produce who is personally known to me or who has produ As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � ��a�uiii +r+r d ddi �� �CEQF$p � CEDES P/N °y Sign: � J .• •. �!� ., Sign: P �� �`.• �M N • ;Fcf' y Print: �l� " %<J$'r'✓o , �f � ' d�s i �m m •! Print �y'. Y N .L a 4`l "' c�A My Commission Expires y ° ✓� : '� My Commission Exya ® �� ilk *ar�rt,�tot� �1�`�`�ra `' Z Z, i °111 Z/ 11 P -6 a\ STATE 0 d0 6411m1 0 �� APPLICATION APPROVED BY: c���d Plans Examiner Engineer Zoning (Revised 07/10/07) f lllfff llfff �1� flfll fffff llflf fiffi f[ff f11f NOTICE OF COMMENCEMENT {CFN 2 # 111 iRI 1093089 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR I•iEGEC ORECORDED tJ ?/ i� 02/10/2010 02/10/2010 1 1.1 f g 1 t 1. � r`� +;�e4�i HARVEY RUVINY C LERK OF COURT PERMIT NO. TAX FOLIO NO. 09 3 -�0.) �i�. LAST'IPAGEE COUidTY: FLORIDA STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street i address: 2. Description of improvement: 3. Owner ) name end ddr A & • U l o/ Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and add : COUNTY OF DADE 5. Surety: (Payment bond required y owner from contractor, if 9 EF Y CERTIFY U' at this is ® t� copy c f � , = � ���� /o da of Name and Address: cri: rlc ' thi �s„ce on y � A, Amount of bond $ y All 20 6. Lenders name and address: v�,i TntM'ss my hand and ci`� 'al sal. HARVEY RUVI RK, of Ciro and could y Courts 7. Persons within the state of Florid designated by Owner upon whom notices o other documents may be served as provided by Section 713.13(1) 7., Florida Statutes. Name and Address: 8. In addition to himself, Owners desi ates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida St utes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specked) Signature of Owner (fir yP bi Print Owner's Nam bill � �� t +P��'i, Prepared by � ° w 4l � Sworn to and subscribed before me thl er4 f 20 � * • /� � `� Address: a.9Cd'f''P _ 00 901935 Notary Public: a Print Notary's Name: My commission expires: -- hldttltlittt4q� M iami shores Village Building Department 10050 N.E.2nd Avenue i R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2^d Ave Miami Shores, FI 3138 b Re: Owner's Name: Property Address: h!� O o 5-1� mce -- Roofing Permit Number: Dea ' kBuilding ,Official: � 4 � certify that I am not required to retrofit the roof to wall connections of my building because: K The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ��'� 4 4, Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner p property mentioned. Sworn to and subscribed before me this p day of �_ Jc ,'��- •• �;wssioN••:�F`�� tZ� p ryer 2, Notary Public, Sate of Florida at Large �� »� %� ` =�,, ; #no901M • Q • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, arni ii ;Wtructed with FBC nor a 1994 M +�eee`a SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall connection Hurricane M' a��n. Revised on 5/21009 Miami -Dade My Home Page 1 of 2 My Home NVAMI-DjADE *join M Show Me: Property Information Legend t . Search By: �� � � �'� ' � � � �' ":. '� � "` Pray Select Item / eormden aW ittaao s1,�; - _ ' = aw �azao sT selected Property Text only Pro perty Appraiser Tax Estimator ti ,1 Street Property Appraiser Tax i 11#a° Highway Comparison r NW l8tST ST --_ I 'rtf�9t 1ti1ST 5r Aliartd - Dade County I+ Portability S.O.H. Calculator _ - -- Water Summary Details: Y, W d F olio No.: 11- 3101 - 023 -0200 y 1 ! I I 160 NW 101 ST gyp iQOTH YER, �� w B Mai ling CRISTOBAL VALECILLOS aW 1811TH TER - - ; A ddress: W ; S ITZA S BOLIVAR GUERO JTRS 160 NW 101 ST MIAMI HORE8 FL 150-1214 0 Spa ttforma on tl s Pro I >,I taysi talTll'ST Zone: SINGLE FAMILY SIDENCE , 1 RESIDENTIAL- Lam INGLE FAMILY 1 loons: Digital Orthophotography - 2007 0 111 ft Unb: 1 Footaqw. 1 756 of Size: 100 SQ FT ear Built: 942 My Home I Property Information I Property Takes ONMAR PK ADD A RE- I My Neighborhood I Property Appraiser UB PB 24-71 LOT 10 & Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer /2 LOT 11 BLK 3 LOT - g al IZE 75.000 X 108 OR 7041.414512951 COC 78 4760 04 2008 5 R 26378 -4760 0408 01 H you experience technical dff8cultles with the Properly Inroramtion application, or wish to send us your comments, questions or suggestions ear. 2009 1 2008 please amaii us at Webmaster d Value: $133,798 BuUdtn Value: $124772 124,77 Web Site arket value: $258,570 777 J ® 2002 Miami Dade County. value: $258,570 7 561 All rights reserved ear 2008 1 2008 omestead: 1 $25,000 1 $25 nd Homestead: I YES I YES Taxable Value Information: ear 2009 2008 MPS Applied 9 Authority. Exemption/ Exemptiont Taxable Taxable Value: Value: �lonal: $50,0001 $50,0001 $208,670 $287,561 nty. $50,0001 $50,000/ $208,570 $287561 $50,0001 $50,000/ $208,570 $287,661 I Board: $25 $25,0 $233,570 $312,561 http: / /gisims2. miamidade.gov /myhome /Propmap.asp 2/15/2010 Licensing Portal - License Search Page 1 of 1 1:47:32 PM 2/90/2010 Data Contained In Search Results Is Current As Of 02/10/2010 01:53 PM. Search Results Please see our glossall of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. Name License License Type Name Type Number/ Status /Expires Rank Certified Roofing CCC1328602 Current, Active Contractor DELGADO, JOSE VIDAL Primary Cert Roofing 08/31/2010 Main Address *: 1220 N.W. 33RD AVENUE MIAMI, FL 33125 Certified Roofing CCC1328602 Current, Active Contractor JVD SERVICE INC DBA Cert Roofing 08/31/2010 Main Address *: 1220 N.W. 33RD AVENUE MIAMI, FL 33125 * denotes Main Address - This address is the Primary Address on file. Mailing Address - This is the address where the mail associated with a particular license will be sent (if different from the Main or License Location addresses). License Location Address - This is the address where the place of business is physically located. i Terms of Use i i Privacy Statement i https : / /www.myfloridalicense.com/will. asp? mode =2 &search= LicNbr &SID= &brd = &typ= 2/10/2010 1 a s MAu Mm Z � ` r �,- r -_• __ � __e :;" sYkr+y� - xx.,TM -,.�� � �'s �r.�' � � e i m i .� �` s J' C ARD _ J V D SERVICE INC JOSE VIDAL DELGADO PRES 1850 DELAWARE PARKwAy MIAMI FL 33125 110 ! SEE OTHER 1 t e 1- - ANGMaTt 0 02 O& 0`7831 8'x. • � ►Vie: Ave 31, Li1895tl2OR':9�" D a e CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YY) 02/09/10 PRODUCER Pemar Insurance Agency Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 3027 N.W. 7th St. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33125 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)649 -8680 Fax (305)541 -9876 INSURERS AFFORDING COVERAGE NAIC # INSURED JVD SERVICES INC INSURER A: CENTURY SURETY COMPANY 1220 NW 33rd Ave INSURER B: Miami, FL 33125 INSURER C: INSURER D: (305) 305-8945 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS R INSRD DATE MMIMNYYY DATE MMID GENERAL LIABILITY 4 0 EACH OCCURRENCE 300,000 © COMMERCIAL GENERAL LIABILITY CCP588903 03/05/2009 03/05 /2010 PREMISES SES ( a occurrence ) 100,E ❑ ❑ CLAIMS MADE ❑ OCCUR MED EXP (Any one person) 2,000 A ❑ ❑ PERSONAL 8 ADV INJURY 300,000 ❑ GENERAL AGGREGATE 300,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG 300,000 ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ WC STATU- [] OTH- EMPLOYERS' LIABILITY TO L I S ER ANY PROPRIETOR / PARTNER / EXECUTIVE Y/N E.L. EACH ACCIDENT OFFICER / MEMBER EXCLUDED? (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE Des describe under IAL PROVISIONS below E.L. DISEASE - POLICY LIMIT SPEC OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ROOFING - RESIDENTIAL CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORE VILLAGE 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2TH AVE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORE, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE L JULIO COMAS ACORD 26 (2009101) QF ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PLEASE CUT OUT THE CARD BELOW'!. STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTiRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 02/02/2009 EXPIRATION DATE: 02/02/2011 PERSON: JOSE V DELGADO FEIN: 202457248 BUSINESS NAME AND ADDRESS: J V D SERVICE INC 2947 NW 98TH ST MIAMI, FL $3147 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED ROOFING, CONTRACTOR f. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i 'p FEB 10 2010' BY:..�vv mmoom Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section ♦ /General Information► Master Permit No. Process N Contractor's Name • Q Job Address c 7�5�Ap Ve's °- ROOF C =GORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof �dReroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) /0-� V Steep Sloped Roof Area (SF) IV � - Total (SF) 690 0 Section R (Roof Plan) C Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. • • • • -- • M am Sh re Vil ag - ------ ___... j • ��• Y • � • •• - - AT PT • • • • f BLDG DEPT - l b � ••• •'� • ' ' • ' SUBJECT TO COMPLIANCE NTH ALL FEDERAL . ;,, • •. yes ••• • • • FI-ORID74�U§LDI�Ij's I Dg—.: . LDljCp' •: STATE AND COUNTY RULES AND REGULATIONS 006 • • • 660 • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Appliratlon Form, oy Section C (Low Slope A-11—M- Surfacing: Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component Is not used, identify as "NA ") Field: -q_" oc @ Lap, # Rows 71, oc System Manufacturer: " 1 Perimeter. �" oc a@ Lap, # Rows Y L " oc Product Approval No.: � l� / r'�� . � ' Design Wind Pressures, From RAS 128 or Calculations: Comer: • L" oc @ Lap, # Rows 6 @ oc Pmax1: Number of Fasteners Per Insulation Board: � � Pmax2 : Pmax3: Max. Design Pressure, from cific Product Field Perimeter Comer Approval system: d' Illustrate Components Noted and Details as Deck: � Applicable: Type: U- ov !j Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base o Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): JV ( Z�-- --- Anchor/Base Sheet Fastener/Bog Material: Insulation Base Layer: I '- Base Insulation Size and Thickness: FT Base Insulation Fastener/Bonding Maths Parapet H Top Insulation Layer: l�/ /� Top Insulation Size and Thickness: lJ 4 k— Top Insulation Fastener/Bonding Material: Mean Roof Base Sheet(s) & No. of Ply(s) 94 - Vlg�S �S Height Jb et Fag rB ing Ma S` / �3�Se V05 Sheet(s) No • f • s b6 P . sP �ncc r Ma Ply Sheet ri • o d ng AlJ tTeMal: n . . . . . . . . . ... Topeph F;xlener7Bbndtw,ag Ala Pal�•e B M FLORIDA;BUO-DiNd CODS - B Ul tpffillcl • •• •• • • • Ili IA Mm MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA GAF Material Corporation. 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdn'bed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. I3ESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSFEGg0,K;,%e9py df tjlis entire NOA shall be provided to the user by the manufacturer or its ddst6utovEaW thlIMS of aiilQble for inspection at the job site at the request of the Building Official. . . • . . . . . This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 thro gh 19. Thp shitted documentation was reviewed by Jorge L. Acebo. .. . ... . .. . . .. .. . . .. ... . • NOA No.: 07- 1219.09 E Expiration Date: 11/04113 . Approval Date: 0320108 • ... Page 1 of 19 . . . .. . . . . . . . . . 000 . .. . •• .• ROOFING SYSTEM APPROVAL cakgorw Roofing Sub - Category: BUR Deck Type: Wood 'mum Des! Presigre -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Descrintion Leak BusterTm MatrixTm 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built -up roofing.. Primer GAF Mineral ShieldTm 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Minneral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak Bustefrm MatritTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBustefrm MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusWTM MatrixTM 55 gallons Asphalt emulsion Fbered. Select Asphalt Emulsion Fibered 306 Leak Bustefm MatrixTM 1, 5 gallons ASTM D-4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof . ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROID Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flash' e • 1P • • g . ......... . GAFGLASU7'5•: •• 3930 (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. . ... . ... ... . .. . ... . .. .. • ' ' • ' ' ' ' WOA No.: 07- 1219.09 =DADE Expiration Date: 11/04113 .: ... Approval Date: 03/20/08 • Page 2 of 19 Test Product Product Dimensions Specification Dtsserta on GAFGLAe no 3937" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with Flex Plym 6 wide asphalt coating. GAFGLAe Ply 4 39.3T'(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLAS Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAS" 39:37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCap= Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT EneWCoteTM. • GAFGLAS` 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. - GAFGLASV Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAe 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBERO& SBS 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyester mat coated with Heat WeldTM Smooth wide polymer - modified asphalt and smooth surfaced. RUBEROIDP SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with fire Heat- WeldrM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS I meter (3937") ASTM D -6164 Non -Woven Polyester mat coated with Heat-WeldTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat - Weld'"" PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyester mat coated with Heat Xyelcr. �5. .. .. wide polymer - modified asphalt and smooth RUB)"ROIti ® Uipd! hod; * ;32. -*r (1 meter) ASTM D4601,P s mglass fiber reinforced SBS Base �heet wide Type II, UL modified base sheet . ... . ... .. Type G2 OUR • • • • • • • 0 ' • ' NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . . Approval Date: 03 /20/08 • Page 3 of 19 . . • . ...... . .... . ... . .•. 0 . Test Product Product Dimensions SRecification Description RUBEROID 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply sheet reinforce with a glass fiber mat. RUBEROID Mop 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBERCiW Mop Plus 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer- modified asphalt and smooth surfaced. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granule's. RUBEROID TORCH 39.37' (1 meter) ASTM D 5147 Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROID TORCH 39.3T'(1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced Granule wide with mineral granule. RUBEROID TORCH 39.37" (i meter) .. ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROH)P TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROIDO 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 30 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROV 30 FR 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID D 39.37" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUB)MORif V*JJ $.: 3137" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat •: •'::::•: Wide ASTM D 5147 coated with file retardant, polymer modified • • Gee • • • • • • asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built -up plant )-:0 0:0 • • : ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11104113 .. Approval Date: 0340!08 Page 4 of 19 . ..... . .. . .... . . .... . Test Product Product Dimensions Sgecificati0n pescrigtion Leak Bustaim MatrixTM 5 gallons ASTM D2824, Non- fibered aluminum pigmented, asphalt 302 Non Fibered Type I roof coating. Aluminum Roof Coating GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt bulk Types I, H, III and IV RUBEROID MOD 60 lb. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P Leak BusterTm Matri)Cm 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTm MatrixTm 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBusterTM MatrixTM 2 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. SeamCoteTm 2, 5 gallons proprietary Elastomeric roofing membrane. " FireOutTM 5, 55 gallons Low VOC, fire barrier coating. VersaShiele 350 sq ft. roll Non- Asphaltic Fiberglass -Based Underlayment. VersaShicie FB-i S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. VersaShiele FB-2S 350 sq ft. roll Nan - Asphaltic Fiberglass -Based Underlayment. TOPCOA'& FireShiele 5, 55 gallons ASTM D412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D1475 ASTM E -1644 Leak BustwTM Matri)Jm 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusterTM Matrix7m 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak Busterm MatrixT m 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SBS Flashing Adhesive — Flashing Grade. Cement Leak Bu+sienTAMatrwr 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Pl;Vic Rpof;Cg44' %: . Leak Buster' Matrix 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adheswe . .. .. . . .. . .. . . . . .. . ... . .. . . • • • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/00 POPS of 19 see 0 . .. .. . . .. .. Test Product Product Dimensions Specification Description Leak BusterTm MatrixTm 5 gallons ASTM D 2824 Fibered aluminum coating. 303 F'bered Aluminum Roof Coating Leak BusterTm Matrixrm 5 gallons ASTM D2824, Non- fibered aluminum pigmented, asphalt 304 Non 'bored Type I roof.coating. Aluminum Roof Coating AP PROVED INSULATIONS: Table 2 Product Name Product Description ; Manufacturer (With Current NOA) EnergyGuardTm RA, RN Polyisocyanurate foam insulation BMCA Composite A & N Polyisocyanumte foam insulation with GAF Materials Corp. high density fiberboard or Permalite perlite insulation. . EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTm Permalite Perlite insulation board. GAF Materials Corp. EnergyGuardTm GAFCANTTM Cut perlite board GAF Materials Corp. • EnergyGuarffm Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTm Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnargyGuardm Composite Polyisocyanurate/wood fiberboard BMCA composite EnergyGuardTu Composite RA Polyisooyanurate/wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Dec', Dens Deck Prime, Water resistant gypsum board G-P Gypsum Corp Dens Deck' Dura GuardTM Structodek Wood fiber insulation board Knight Celotex SeC C�C TI • : urf ' • Fiber reinforced roof board USU" Corporation � • •• ••• •• • • • •• • ••• • •.• ••• • • • • 0 • NOA No.: 07- 1219.09 COUHn Expiration Date: 11IW13 Approval Date: 03/20108 • :' Page 6 of 19 ••• • • • •• •• APPRovF,D FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number . Name Description Dimensions (With Current NOA) 1. Drill -Tedm #12 Standard, Insulation fastener and Various GAF Materials Corp. # 14 and # 15 extra Heavy. Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. Drill -TecTM ASAP Pre- assembled Drill- Various GAF Materials Corp. Tedm Fasteners and metal and plastic plates. 3. Drill -TecTm #12 or #14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill -Tedm Galvalume Round Galvalume stress 3" and 3 'la" GAF Materials Corp. Plates plates. 5. Drill -TecTM Round polypropylene 3" and 3 W GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill -TecTM AccuTrac Square Galvalume 3" Square GAF Materials Corp. Plate coated steel plate. EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.I.3B9Q1:AM 4470 01.08.98 J.I.ODOA8.AM 4470 07.09.99 J.I.ODIA&AM 4470 - TAS 114 07.29:94 J.I.OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS ' 114 05.11.07 PRI Asphalt Technologies, Inc. GAF- 012 -02 -02 Physical Properties 11.06.01 GAF - 020 -02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02 -005 TAS 114 01.18.02 02-014 TAS 114 03.22.02 see *00 • ......... . • • •' ' • • • • NOA No.: 07- 1219.09 M! M6DADECO N17Y Expiration Date: 1~3 • • Approval Date: 03/20M Page 7 of 19 . . .... . .. . . •• .. . . . •• .. .... . . .... . Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. FireOutTM Fire Barrier Coating, VersaShieleNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTm. Base sheet: GAFGLAS #80 ULTIMATm Base Sheet, STRATAVENTO1 EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROIDP Heat- We1dTM Smooth or RUBEROID Heat- WeldTm 25 base sheet mechanically fastened to deck as described below; .Fastening Options:. GAFGLAS Ply 4, GAFGLAe Flex Plym 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring. shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Lbukatdon #7) GAFGLASO Ply 4, GAFGLAS ®Flex Plym 6, GAFGLASP #75 Base Sheet or any of above Base sheets attached to deck with Drill-TeOm #12 standard, #14 or # 15 Screws and 3" Drill -TecTm steel plate or Drill TecTm AccuTrac Plates, ' 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 ^4S p neral GAl~GLAS�' Flex PIyTM AFGLAS" #75 Base Sheet or any of abov ase sheets attached to deck 5 th approved annular ring shank nails and tin at a fastener spacing of 9" o.c. rows 9" o.c. in the field. (Maximum Design Pressure 5 psf, See General rimdtatdon #7) GAFGLAS ® #80ULTIMATM, RUBEROID 0 20, RUBEROIDP Mop Smooth, base sheet attached to deck with approved I Ye annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See Genen d Ldmitadon #7) GAFGLAS" #75 Base Sheet or any of above Base sheets attached to deck with Drill - TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTm steel plate or Drill -TecTM AccuTrac Plates, l2" 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 Lbn katdon #7) .. ... . . • • • •• . • ; • 0 0 An j of above Base sheets attached to deck approved annular ring shank nails .. • . *; • ; • • anti 3" 01xverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9t in the field. . 0 (Maximum Design Pressure —60 psf, See General Limitation #7) 0 .. . • • • • • • • • NOA No.: 07- 1219.09 Expiration Date: 11/44113 • • Approval Date: 43/20!08 �; Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TwTm # 12 standard, # 14 or # 15 Screws and 3" Drill -Tedrm steel plate or Drill -TecTM AccuTrac Plates, 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 –?S psf, See General Llmitatlan V) Ply Sheet: ore plies of GAFGLAS � #80 ULTIMA, RUBEROMP MOP Sm or BEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJs . Cap Sheet: (Optional) One ply of ® - Surfaced Cap Sheet o GAFGLAS EnergyCapTM Mineral Surfaced x Sb= MWe in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 galJsq. 4. Leak Bustaim MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito- 1.5 gaUsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above . • ... . . . . . .. • • • • • • • • • • • • • • • • NOA No.: 07- 1219.49 n Expiration Date: 11/44/13 ' • • Approval Data 03124/03 Page 18 of 19 • •• •• • • • •• •• ••• • • • ♦•• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Plym 6 when used as a mechanically fastened base or anchor L sheet. 2. Minimum Ve Dens DeckTm or Y2"' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LI MITATIONS: 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 fast 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 EYT 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf, insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or. membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of-perimeter nailers, metal profile, and/or flashing termination designs shall conform with 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 #t eghgncgd pfe%sure�zones (i.e. perimeters, extended corners and corners). (When this limitation Is ApkViddly referred within this NOA, General Limitation #7 will not be applicable.) 10., AllpradyiJ A . a quality assurance audit in accordance with the Florida Building Code and Rule 98-72 of AeVlorida Administrative Code. • KNIP OF THIS ACCEPTANCE ' ' " • :: NOA No.: 97-1219.09 • • • • Expiration Date: 11/04/13 a Approval Date: MUM • ... : • Page 19 of 19 .a0 Owner's Notification Form 07 MIAM "Delivering Excellence Every Day' SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as art of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may 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. 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. VentRation:.Most ropf strWtures should have some ability to vent natural airflow through the interior of the Amptwil aMetabli iihe.building itself). The existing amount of attic ventilation shall not be reduced. Excep*dod:"Attie space - designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. ••. . Owner's /Ageflt% S;gaat4r� Date: • • .. • Contractor's Signature: — Permit Number: Property Addre 1 'i( Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 135260 Permit Number: RF -2 -10 -205 Scheduled Inspection Date: April 12, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: BOLIVAR, LERITZA Work Classification: Flat Job Address: 160 NW 101 Street Miami Shores, FL 33150 -1214 Phone Number (786)229 -5250 Parcel Number 1131010230200 Project: <NONE> Contractor: JVD SERVICE INC Phone: (305)305 -8945 Building Department Comments Work exceeds reroof. New structure installed. Posted stop work order. NB 2 -19 -10 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 09, 2010 For Inspections please call: (305)762 -4949 Page 4 of 18