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RF-11-1591Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163892 Permit Number: RF -8 -11 -1591 Scheduled Inspection Date: October 07, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060136130 Phone: 305 - 757 -2612 Building Department Comments RE -ROOF AREA OVER KITCHEN ONLY WITH BU CAP SHEET Passed 4,4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 06, 2011 For Inspections please call: (305)762 -4949 Page 3 of 15 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. an 1 --15C1 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): JO in C5 Phone #: ,.‘/ Address: 3) ©► IQ iE 5 -r City: 14 \ S r L) State: yr TO Pi Zip: 3 5 3 h Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: ft 3Z 6 QV (4 3cs Is the Building Historically Designated. Yes NO Flood Zone: CONTRACTOR: Company Name: 019 e. ) •e.Jv' :Oz 1/1 Phone #: 305 1 S ` .--C) p 10' Address: it S ° q c°-°" City: M 'lvOt LLA i. S (r10 re5 State: 71— Qualifier Name: ,IA Pia C *;) 010 et...) 0 c y State Certification or Registration tep, 00 ( t4 3 0 ( Certificate of Competency #: Contact Phone #: 3os 1 1 0_ L ■ 2.—Email Address: CID e o`.30C.; f 1/` C3 &F1 f/1. e,. " COLA— DESIGNER: Architect/Engineer: Phone #: Phone #: Zip: 33 i 7 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition OAlterati ❑New air/Replace ❑D molition Description of Work: b n y e Cam. ®v" )--I et-3 O h l 14.)1 ********* * ** * **** *** ****** * *** ** **l J �***,* Fees************* ******** ** * * * ****** * **** *** * *** 2 Submittal Fee $ Permit Fee $ -117° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ D Yuen; e v ti-ns ceik21.0 or lewd alft0 elf" Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to ob permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature I L >• �l Signature Owner , Contractor �e The forego ing instrument was a lecjged before me this / 2 The fore g instrument was acknowledged befor me thi U day of - , 201 , by /MA J02 L°-) day of , 20 II by Air' e> 6 eArx -t v who is personally known to me or who.has produced As identification and who did take an oath. NOTARY PUBLIC: who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 6,ct�� Sig n: Print: Print: My Commission Expires: ,o.A ' ' . - My Commission Expires: Ea, 7F a : 0DD85784 e YP I i r i; i o:-1 -A ri t; MAR. 07, 201 . Lvl ;; i k, _':..t 07 205 20 APPROVED BY LY 1 2 i/ Plans Examiner TURr. Arrt" . ie ra Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION L/ PERMIT NO. T A X FOLIO NO.11 -1 (o'"al `'1 -_o 0 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 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 201 1 Ri a'- 766 a 4 DR Bk 27807 F's 1296; i(1ps} RECORDED 08/29 /2011 12:15:09 HARVEY RUVINr CLERK OF COURT MIAMI- CDACDE C:CUI'4T't r FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/aa,d d�ress: )1/4-) WZ. t 3 3 \ 2. Description of improvement: e- s-t�,s .S (J P��.c� G to ..r Ch t.� irt\. 3. Owner(s) name and address: 's i 1 \ tb lr1 c , 3-) "[ PC-7, -t- I-d A �i s V1 a y c \ 33 1 5i Interest in property: Name and address of fee simple titleholder: P. 4. Contractor's name, address And phone number: 0 e s t..T C -Ct roc, S i 1K q 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner uerkivther FietimAr e ._,;foreoteji thay be servy r, ided by Section 713.13(1)(a)7., Florida Statutes, / HEREt3Y CERTIFY ft rQ " 2rn cs . t r:` ' Name, address and phone number: S :!� .- od filed rr, rt OS 0 c of °r; 911 G, 8. In addition to himself, Owners designates the following perArpn(053n, ,k ilearkaftvjebiatie Lienor's Notice a 713,13(1)(b), Florida Statutes. HARVEY ' ., PN, CLERK, ofCircy & d,1 • ty COurfS Name, address and phone number: Oy 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) i Ow er(s,' ..�,- d Officer /Dir Ai Prepared By / / 4 Print Name _ ! . . A /y , k_ Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this I By L., 1A1m 3c n for /Partner /Manager ' �} Prepared By L ClL�. Print Name Title /Office day of A US C Ste. gindividually, or ❑ as for 11 Personally known, or IJ produced the following type of identifi Signature of Notary Public: _ Print Name :r;C, OF 'r Dein (SEAL) . Cat,'rine A Ii W, ; C3 .07r1413 $,; . A.4 'rt,5: @$e0' T1:PC' yTi VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) By s) or Owne's Authorized Officer tirector /Partner /Manager who signed above: 123.01.52 PAGE 3 3110 By OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name r I ( , -One, 5 Property Address S Roofmg Permit Number Dear Building Official: I 161) L l !,S`S certify that I am not required to retrofit the roof to wall connections of my building because: U The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. LJ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). // / 4/1L-a' P'gn re o fwner /LL/ h Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to d subscribed before me this k Co day of (r`> , 20 1 1 (SEAL) (.2le&A"--1-4-4 itt9; PUBLIC -STATE OF FIDRIDA Personall y known k �Catherine A Dr Mn _, RCorn"'- .ti:ilK.:. hC`DDaS7t4 or Produced Identification s re / £vises. MAR 07, /0.4y 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. C:1Downents and SetdngsVic l\My Do tunents SmNeticsGrapha_2Utooflng Affidavit Compliance. 2607Fdleblo.doc Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item ■ 0 Text only -+I Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No 11- 3206 - 013 -6130 Property: 379 NE 94 ST Mailing Address: WILLIAM J JONES 379 NE 94 ST MIAMI FL 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 8/5 Floors: 2 Living Units: 1 Adj Sq Footage: 5,624 Lot Size: 19,200 SQ FT Year Built: 1927 $50,000/ $637,475 MIAMI SHORES SEC 1 County: AMD PB 10 -70 LOTS 15- Legal 16 -17 INC BLK 45 LOT Description: SIZE 150.000 X 128 OR 13173 -1317 0187 4 COC School Board: 22780 -2427 10 2004 1 $25,000/ $723,126 OR 27213 -0790 0310 01 Assessment Information: Exemation Information: Year: 2011 2010 Land Value: $238,706 $299,138 Buildin. Value: $448,769 '•448,988 Market Value: $687,475 '.748,126 $687,475 '•748.126 Exemation Information: Year: 2011 2010 Homestead: I 825,000 825,000 2nd Homestead. YES YES Taxable Value Information: Sale Information: Sale Date: 3/2010 Page 1 of 2 Aerial Photography - 2009 0 115 ft My Home 1 Propertv Information 1 Property Taxes 1 My Neighborhood 1 Propertv Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend w Property Boundary Selected Property Street Highway Miami -Dade County Water 8/31/2011 2011 2010 Tear: Applied Applied Exemption/ Exemption/ axing Authority: Taxable Taxable Value: Value: Regional. $50,000/ $637,475 $50,000/ $698,126 County: $50,000/ $637,475 $50,000/ $698,126 City: $50,000/ $637,475 $50,000/ $698,126 School Board: $25,000/ $662,475 $25,000/ $723,126 Sale Information: Sale Date: 3/2010 Page 1 of 2 Aerial Photography - 2009 0 115 ft My Home 1 Propertv Information 1 Property Taxes 1 My Neighborhood 1 Propertv Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend w Property Boundary Selected Property Street Highway Miami -Dade County Water 8/31/2011 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES AUG 3 0 2011 Miami Shores Village APPROVED ZONING DEPT Florida Building Code Edition ' 007 HIgh - Velocity Hurricane Zone Uniform Permit Appli LE) " DEPT BY DATE SUF3.1FCT TO COMPLIANCE WITH ALL FEDERAL Section A (General informed n) ATF AND COUNTY RULES AND REGULATIONS Master Permit No. Roof Permit No Contractor's Name 6 EA/0 r/A-- Job Address 3 79 AJE 54/ 5%� t f A ROOF CATEGORY P Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ Repair L ❑ Maintenance Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 f� ■■ ■ ■ ■■■ ■ ■ ■ ■ ■■ ■��. ■111■ ■ ■■ ■ ■■ ■ ■ ■■■ ■ ■■ ■■11121 ■ ■ ■����� ■ ■■ ■■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■21■■ ■■ ■ ■ ■ESIM EN■ ■ ■ ■ ■■ ■111 ■ ■ ■1■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■ ■ ■ ■ ■ ■11� ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■:����II� ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■■ ■ ■ ■ ■ ■����111� ■ ■ ■ ■■ ■III ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■� e1 .1■.z ■1: ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ Immormeil - -7,i MEMEEMMEEMMiaini MIME" x71 i, ,iii ,,i ■■■■■■■■■■■■■■ ■■■■L:AL. , ■■ J■■■■■■■ ■ ■E■ ■■■ FLORIDA BUILDING CODE — BUILDING CITY OF PLANTATION ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Forth. Section C (Low Slope Application) Flinn specific roof assembly components and Identify manufacturer (Ira component Is not used, Identify as "NA") System Manufacturer: �o 4 / Product Approval No.: 02 - /c ./ ' . 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -2- Pmax2: t 1• Pmax3: /3/. V Max. Design Pressure, from the specific Product Approval system: 62. -ice Deck: Type: (N re-tI Gauge/Thickness: Slope :+ —Lk r Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: 3/4 Insulation Base Layer: Base insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Surfacing: %/ /A- Fastener Spacing for Anchor /Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows @ J " oc Perimeter: G " oc @ Lap, # Rows Corner: (r " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Ty , Fastener acing milvz. ')aONm / ( a /- "Lae/tire/0,K -/ / f"' GoG Top Insulation Layer: Nj 4 Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): (QL(°GdS Base Sheet Fastener •t` g diryg Material: /G S /Y,ak Pty Sheet(s) & No. of Ply(s): 7 -74714 2' Ply Sheet FastenerlBgfi�� Material: Top Ply: c. di/7 /—ro 6spl Top Ply Fastener /Bo ng Mate I: cf- FLORIDA BUILDING CODE — BUILDING lam_ 7. 0/9zVGyP4r — R405 4' FT. 2 4es riAt /NWT vie 51 d s fat o?� Parapet 1 Heghi___j %"5f2 6# Air • F-T_ _ /6 Mean Roof Height • VE1?,.RAIkkGE PATA jiLorWijkluzis.9.42whiew_ CODE 20071, kF. TES FO I: & SECOND. ROOF NS 100-YEAR, 1-HOUR PRECIPITATION = .5 INCHES PER HOUR E)FAR • HORZONTAL PROJECTED ROOF AREA = DESIGN BASED ON (z) ROOF DRAINS. DIVIDE BY (Z)DRAINS =27.' S.F. HORIZONTAL PROJECTED ROOF AREA PER DRAIN • FBPC TABLE 1106.2 SIZE QF VERTICAL LEADER f, • 1. D 3 • INCH LEADER ALLOWS /76°- S.F. HORIZONTAL PROJECTED ROOF AREA. PER FBPC SECTION SIZING 161.. OF SECONDARY DRAINS: REQUIRED ARE OF OVERFLOWSCUPPS (to ) Provided (-1 • ) i4 "x 4 "Ecli ' MIAMIDAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD'VJRTISEMENT: 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. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 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: (optional) Base sheet: Fastening Options: MANMADE COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROIDD® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, 1114 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 —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 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® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS ®1175 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, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: 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, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS'' Mineral Surfaced Cap Sheet or GAFGLASe' EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 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 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq 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 MIAMI DADE C • UNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex sheet. 2. Minimum ' /a" Dens DeckTM or ' /z" Type X wood deck. PIyTM 6 when used as a mechanically fastened base or anchor gypsum board is acceptable to be installed directly over the GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 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 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 1 of 48 ONLINE C1;RTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 'h -in. thick (minimum) gypsum board or' /4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard " Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminatorr' Venting Base Sheet ( Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator" Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator' Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator "' Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. http : / /database.ul.com/cgi- binfXYV /template /LISEXT /1 FRAME /shownaae.html ?name =T... 5/21/2010 TGFU.R1306 - Roofing Systems Page 2 of 48 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2-in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between minimum 3 /4 -in. thick perlite board and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or 'Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gal /100- ft2. "Ruberoid Dual Smooth" may be used as an alternate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Threeor more plies Type G1 or "GAFGLAS® Ply' 4" or "Tri -Ply Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. PIy Sheet: — Two or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply Ply 4 ", " GAFGLAS® Ply 6 ". Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -PIy #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -PIy #75 Base Sheet ". PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -PIy PIy 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane httn:// datahase. n1. cnm/ cai- hin/XYV /temnlate /T.TSF.XT /1 FR AMF /chnwnaa' htrnl2name =T 5/910(11n SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. er's initial in the designated space indicate that the item has been explained. 1. 1.Ai Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of Pt pP PrP providin That the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the a.re -m- t between the owner and the contractor. 2. re to Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be cordance with the current provisions of Section R4403. (The roof deck is usually concealed prior e existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., ti wnhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owrr�r ould notify the occupants of adjacent units of roofing to be performed. 4. b penetra appe Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail of the underside of the decking may not be acceptable. This provides the option of maintaining the ce. 5. . =1 Ponding water: The current roof system and /or deck of the building may not drain well and may 9 Y 9 ca rse -r to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distres d may require the review of a professional structural engineer. Pounding may shorten the fife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the ori . in 1 roofing system is removed. Pounding conditions should be corrected. 6. L overloa, ; ove ow acco Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if cuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ce with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inerior he structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. t may be beneficial to consider additional venting which can res in extending the service life of the Revised on 7/9/2009 LD 4-7) Contr., to ignature Date Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE RE- QUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 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 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestinglCalculation Documentation