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RF-12-1477Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176944 Permit Number: RF -8 -12 -1477 Scheduled Inspection Date: August 24, 2012 Inspector: Bruhn, Norman Owner: BRIGGS, MARY Job Address: 785 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060142030 Phone: 305 - 757 -2612 Building Department Comments RE ROOF REAR FLAT ROOF BUILT CAP SHEET Inspector Comments Passed�� l Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 23, 2012 For Inspections please call: (305)762 -4949 Page 11 of 13 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 5.BIIILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: % V qt/ u 2342 FBCj 210 I Permit No. F 01-- 14' t Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: / Folio/Parcel #: /1 3Z- 0 4, 0/9"e:2051) Is the Building Historically Designated: Yes NO t Flood Zone: OWNER: Name Fee Simple Titleholder): i l 1 i'-'\/ TY1 015 Phone* Address: ID 0 / ...c..V City: S ►` ' S State: Zip: 3 31-se Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name:O °e%i Col 40---ri ri9 Phone #?t Y 7s-1 pal Address: /Ty Ii f✓ 17 City: M 4G t i S AhYt S State: R_ Zip: 3 3/ -S g 4 A Qualifier Name: J e 13t/v A./ Phone , 74-7--.2-C -1 2_ State Certification or Registration #: N-15/ tt 30 1 Certificate of Competency #: Contact Phone #: 3 7 tot ot 2-- Email Address: 0E-fir sit- IsY S1 e o DESIGNER: Architect/Engineer: . —r^"' Phone#: Value of Work for this Permit: $ 3 ✓ Square/Linear Footage of Work: 31 LI- Type of Work: DAddi ' DAlteration ONew ( ''` epair/Replace ODemolition Description of Work: t1._` o-0 r C-O - 1 (} f Color thru tile: + x** ** *+x**+x******** *** **+ ***** ********** Fees**+ x******* ****** ****+ x+ x***+x+x+x****** * * *** * **** Submittal Fee $ Permit Fee $ O rra CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ �y c TOTAL FEE NOW DUE $ 0a. 1 &D e Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to o :d a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 114 Oowner or Agent The fore; instrument was acknow edged be re me this day of , 2011, by A 1/04: gel qqs , who is i* sonally known to me or who has produced identification and who did take an oath. Signatur a Contractor The fore oing instrument was acknowledged before me this day of 20 y _gtf L b oce d who is personally kn wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: My Commission Expires: APPROVED BY c$ T Of' N C ht ra ne A. DuRltb a �N71.i. , Dr9657341 *** *vim* * 04: fik Plans Examiner Sign: Print: My Commission Ex.ir FutoutirMS erine A. D 1 Coxnwisv :: x7,857' **** * * ** ********* * **0*0 x 7x*1 aai** s ****** usiumioneramemon Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.t 1 3.2462- G2' b 1�' Gv 3v 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/address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number ; Ivy q� � k mtOAA Law, 1 1111111111111 11 111111 111111111111111 1111 1111 CFN 2012R0527706 OR Bk 28204 Pa 4206; (las ) RECORDED 07/26/2012 13 :35:46 HARVEY RUVIN: CLERK OF COURT MIAMI-DADE COUNTY: FLORIDA LAST PAGE Space above reserved for use of recording office V (91w 1 t l T't q 7 1114 4I CL." t 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 Ownd upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. ,•' `� 8.1n addition to himself, Owners designates the following person(s) toregeive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 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 COMMENCEMENT ARE 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 a s) or s)' uthoriz9 Officer /Director/Partner/Manager Prepared By i Prepared By'r Print Name Print Name L1 �� e11 ,a) SL Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this day of By dividually, or ❑ as for Personally known, or 01 produced the following type of identification: , Signature of Notary Public: . Print Name: (SEAL) 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. Signsu�e(s) of Ow or By /flaky 123_01 -82 PAGE 3 3112 • Setktrl.t�.1 5i:.4 #DD6 7S5P Rik; APR. 02, 201 tw,.436i Yea aLfPi7)'i7IDf ea, rat er(s)'s Authorized Officer /Director/Partner /Manager who signed above: By ROY CERTIFY Met I *I a I;• *copyofUpe flied n flits ace on dee 2 62117 ,AD2O +nyteldand Oltiel $6g CLERK County Courts ts` Miami Shores Village Building Department 10050 N.E.2nd Avenue 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: qmi V0A -,1 £ 4 Property Address: 8 A ` 57- Roofing Permit Number: Dear B ilding Offi ' I: A1,1 building because: 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. o 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) Date: 1 c2 `�2- C ot 3 certify that I am not required to retrofit the roof to wall connections of my !D K-9 Pay ��ic -cam Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of jl/ MARY PUULIC• T OF so""" Caith rTirie A.. e._ mAR. 07, 2O3 114SU mat When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Notary Public, Sate of Florida at Large Revised on 5/21/2009 Property Viewer Selected Property Inkirrnation 7'1 7-11 _--9;•11 EXPII:1:4 I AL.1,1111:.:1'.••• Featured Online Tools t - . L ...I, . • ;;''T T7';' . VI. - i.I.,, ... _ - . ; . .. . .ti .,. . ,____-_-_ :_•,,- t :; 3.-7- t I: t f, • - w 0' ' '?-. . ;. - . ". r,4 -;e;- .'....•-''-- : ;■'-0. . . — "1 l2 I ' 4_ 1 `k. 'z;;-;i- '';. .i• r .1L0a:-, 7t,' ' .. : t H-711 r 7,..•.1i.. -' ., .,. ...4,..., ,, 1 , ...q - . • - -- • 11 ‘', 11..-'-'7.:-,:'-- - .. 1...''''..:'''.-y- ..- '',..'i" '-- • ,1-',', ' '""IlL '..''.'--.:-;-'''t ,.. P. L'..Ls -'..,..•..-......,.....;.- V.:. 1,..";,:''`' ';''!-'' 17 .-V..'t, • le. . ,., ;;:..:. , . .:::.: „.,...;..7:`, 1 .;t• V,, '..--',L,,,-,-,' .:....,...;; 2".,, ; ''' -,, -,:e:'''. ; ; 4' ' 11•11 .e.-.'; ` • il;?- , ' a. 1 ''' -,- -• . . ,, e ' 1:57Iir: K.-,. •4v-• ....., .., ,'... .0' 4L,-,4 Page 1 of 1 • ..• Ii - 74k. • f,•• 11-32064314-2030 Address: 78S NE 94 ST Ix. VollIt'r foTintthn Cotthly: F•inoi BiI City: • 4+1_sk. ;44 .• • - it- • L' s. • http://gisweb.miamidade.gov/PropertySearch/ -41 0 - At 7/26/2012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ZCV7 § Master Permit No. Miami Shores Village APPROVED ZONING DEPT Florida Building Code Edition High - Velocity Hurricane Zone Uniform Permit Appil Spr•.tinn A (Gpner 1 s ru , u 1 Pro CT TO COMPUANCE WITH ALL FEDERAL STATE AND COI INN RULES AND REfULATIONS costs No. KT—P-11-i—) Contractor's Name (ME E I " O u l O Ham► )1> Job Address .S ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ow Slope '❑ Asphaltic les ❑ Prescriptive BUR -RAS 150 ROOF TYPE roofing ❑ Recovering ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance ROOF SYSTEM \\ INFORMATION ) 'ea (SF) 31 LI Steep Sloped Roof Area (SF) Total (SF) 3/ 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. /vo 3 fil 2- trig- f I 2? ® F e FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application F . ir irrn Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") VALSystem Manufacturer: Product Approval No.: 01 a 1 2` 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: �_ Pmax2: 7/ 7 Pmax3: /09.' O Max. Design Pressure, from he specific Product Approval system: 32. , r Deck: Type: IucI5c�i Yr' Gauge/Thickness: Slope: c'i Anchor /Base Sheet & No. of Piy(s): 9 tr Anchor /Base Sheet FastenerBontll #eria!: Insulation Base Layer: N Base Insulation Size and Thickness: /V/A Base Insulation Fastener /Bonding Material: Top Insulation Layer: A Top Insulation Size and Thickness: Top Insulation FastenerBonding A� 14: Base Sheet(s) & No. of Ply(s):1 S urfacing: f Fastener Spacing Anchor/Base Sheet Attachment: Field: g " oc @ Lap, # Rows @ 9 oc Perimeter: G " oc @ Lap, # Rows I{ @ G " oc Corner: (4 " oc @ Lap, # Rows ...Se- @ " oc Number of Fasteners er Insulation Board: Field e meter Comer 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 Type, Fastener Spacing or Submit FT Parapet �p °)40( Height / C dfi ftt /�O I�ifSf/�� he* //l i Bas Sheet Fasten r /Borjding M t ,24 ?a, 9a/ cheer ihrc /1 aj /4 ��E�C� -sue vo �7�7 le �� " 1 Ply Sheet(s) & No. of PIy(s):\ A`( Top Ply ,Faste a /Bonc)in ateria FLORIDA BUILDING CODE — BUILDING Mean Roof Height • r L, •1 $GH V SECTIO LOCITY HURRICANE ZONES — RE CONSID 1.13.1 . As,it pertains to the section, it is the req fired ro ng,..pEft l,.�rrd to explain to the gone n the Minimum requirements and stands natty, the following Items should be addressed as , ctor, e owner's 'Mlle in the designated space I Rl! Oro Aesthet such as tire agr ran b remo unit owner /Ll 14 be r. penelr eppea dis expect oft ov everfl accord inte red if Aesthetics- Workmanship: the work that the roof system meets the wind rests s (appearance) are not a consideration color or architectural appearance, that are ement between the owner and the contract Renaiing wood decks: When rep in accordance with the current provisions ing the existing roof system). Common roofs: Common roofs are th , townhouses, condominiums, etc.) In b ould notify the occupants of adjacent un R4402.13 IREP OWNERS NOTI$CATION FOR ROOFING RATIONS esponsibility of roofing contractor to provide the owner r the content of the sectfm. The provisions of Section of the industry for roofing*ystem installations. art of the agreement bet$een the owner ant the cates that the item has t*en explained. nship provisions of Seca rn R4402 are for the purpose of e and water instructioreiperformance standards. respect to workmanship rovisions. Aesthetic issues 1 part of a zoning code, .could be addressed as pail of r, ng roofing, the existing watod roof deck may have to be Section R4403. (The roof deck is usually concealed prior se which have no visible lleiineation between neighboring ings with common roofs, ttlte roofing contractor and /or of rooting to be performed Exposed Ceiling: Exposed. open be • ce I1ngs are where the utiderside of the roof decking can from below. The owner may wish to Lain the architectural appearance: therefore, roofing nail ion of the underside of the decking may no be acceptable. This provl*es the option of maintaining the Ponding water: The current roof cyst ler to pond (accumulate) in low-lying are and may require the review of a professio and performance of the new roofing s roofing system is removed. Pounding cond Overflow scuppers (wail outlets): It ed from a buildup of water. Perimeteriedg scuppers (wall outlets) are not provided. I ce with the requirements of Sections R44 U , , �` Ventilation: Most roof structures sho or of the structure assembly (the building it . It may be beneficial to consider addition hurter /Ag imbed on Pt, s Signature r4' 1972009 LO 1/49.- and/or deck of the building may not drain well and may of the root. Pounding cad be an indication of structural I structural engineer. Pounding may shorten the life tem. Pounding conditions'imay not be evident until the ions should be corrected. required that rainwater flaws off so that the roof Is not wall or other roof extension may block this discharge if may be necessary to instdl) overflow scuppers in , R4403 and 84413. have some ability to veet natural airflow through the . The existing amount of etc ventilation shall not be venting which can result le extending the service life of the Signature _ Date BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 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. 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. 03- 0501.05 and consists of pages 1 thro ygh 19. The submitted documentation was reviewed by Jorge L. Acebo. • MIAMI DADE COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"( MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLASI' #75 Test Dimensions Specification 3, 5, 55 gallons ASTM D 41 Product Description, Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. 55 gallons 55 gallons 1, 5 gallons 5 gallons ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11 /04/13 Approval Date: 03/20/08 Page 2 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19in" 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: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"M Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. AF ' S® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or f above Base sheets attached to deck with approved annular ring shank d tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two s 12" o.c. in the field. Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLASO Ply 4, GAFGLAS® -Flex PIyTM 6, 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- TecT1' 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® #80ULT1MATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11% annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 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) MIC ' OUNTY APPROVED 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 RUBERO1D° 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 GAFGLASe1 Mineral Surfaced Cap Sheet or GAFGLAS®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 lbsfsq. respectively in a flood coat of approved asphalt at 60lbs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 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 ito 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 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 PIy 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum 'A" Dens DeckTM or 1 /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first sayer 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 • MIAMI'DA ' E COUNTY APPROVED NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 2007 ROOFING MATERIALS AND'SYSTEMS'DIRECTORY 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -3$ Series ", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb/ft.3 ) Surfacing: Spray application of 28 to 34-mils "U- 8730 "(aluminum) 47 Deck: NC' Incline: 1/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 Surfacing Spray application of 8^ to 34rinis4N-8782" (ivory) C +MAIIAL!; GORP 1361 AS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified. B Sheet" may be utilized. as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum DensDeck® 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. min) roof decks. The joints' in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to GP Gypsum DensDeck® in hot asphalt. er uard Ultra" is an acceptable alternate to "EnergyGuard" in any applicab a Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally 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 "EVER - GUARD" 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. Polys rene reference in any of the following Classficatons include "ENERGuard E Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or " GAFGLAS #80 ULTIMA" ). is a suitable alternate for Type G1 asphalt halt glass fiber ply.sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck mayfitst be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent 'Eliniinatbr Venting Base Sheet ( Nailable)." . Perforated to be mopped and nailable to be mechanically attached granule side down. As an,option, Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailabl )" may be substituted for Gl asphalt &lass fiber ply sheet ( "GAFGLAS 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 mechani- cally fastened. Unless otherwise indicata'all insulations may be hot mopped or mechani- cally 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. 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. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use,of.polystyrene'insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion 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" is a suitable alternate to "GAFGLAS Ply 6 ". R1306 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued "GAFI'EMP Permalite Recover Board" may be used in lieu of any perli insulation in any of the following.NC.Ciassifications.? Unless otherwise indicated, any of the "Asphalt Felt Systems with Fl Roofing Asphalt" may be surfaced, with "Ffreshield MB" at 2.5;..= 3.0 gal /sq. Class A„B and,C . • . Hot roofing asphalt, for use with organic and glass felts or modified bitum membranes. "Ruberoid Heat Weld" SBS. roofing membrane may be used in li "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation, (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional):"One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite' urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" "GAFGLAS PIy 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Ca Sheet ".or " EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or 'more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite urethane composite, wood fiber / isocyanurate composite, phenolic, 2 max. Ply Sheet Two or more layers Type G1. "GAFGLAS Ply 4" or "G GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral. Surfaced Ca'. Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped, PIy Sheet: Any UL Classified gravel surfaced Class A asphalt glass mat system. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet" (may- nailed). Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or GAFG Ply 6 Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type Gl " GAFGLAS Ply 4" or GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck: C -15/32 • Incline: 2 ' Insulation: One or more layers perlite, glass.fiber,`isocyanurate;` thane, perlite / isocyanurate composite; perlite /urethane composite, nolic, 1.0 in. min (offset from plywood joints 6 in:) •t: Base Sheet One or more layers Type G1; G2 or G3,-- Membrane: One or more layers "Ruberoid Torch" (mooth or Grail "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gran or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet'''; "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. ` • 8. Deck: C- 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, peli urethane composite, wood fiber /isocyanurate composite, phenolic thickness. Base Sheet Two or more layers Type G2 or G3. . Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch Flue,. (granule), "Ruberoid Mop" (Smooth or G or "Ruberoid Mop Plus (granule): LOOK FOR THE UJ. MARK ON PRODUCT