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RF-07-2531
Inspection Date: 02/08/2008 Inspector: Grande, Claudio Owner: BENSON, ERIC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 361 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DALEY ROOFING INC edt, Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135090 Lot: Phone: (305)754 -9892 Building Department Comments RE ROOF FLAT ROOF FEB 1 1 2008 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 72663. CREATED AS REINSPECTION FOR INSP- 70717. no ladder nor permit available There is not positive drainage from roof. JR 01/23/08 mld Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, February 7, 2008 Page 1 of 2 .Sinned View 'ed.9 Veiuntaie €t 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit # g 12- 0 %' 3 1 1 DAN D.'14(01 DATE: / /'o/o r INSPECTION AFFIDAVIT (Print name and circle License Type) License #: &LOS 7/ ©lO On or about r /7/ licensed as a (n)tracto / Engineer / Architect, FS 468 Building Inspector (Date & time) secondary water barrier work at , I did personally inspect the roof deck nailing and /or 72,,L (�" 10 aS fv p 5 Ho Re (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Dc_Qi De_clo1 Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this le day of 75;;, • Notary Public, Sate of Florida at Large ✓W `�, 4`Go,� t�_4 *General, Building, Residential, or Roofing Contractors or any individual certified under 4A4 a o make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection izort Miami. Shores Village yg,,L _ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) it Phone # 3O 75 7 J �" Permit No. 11 01-2.51( Master Permit No. Owner's Address 3to I ik 1 ®2. S City t 6 161/1&1 6V `aYe!S State zip 5 -31 e Tenant/Lessee Name Phone # Job Address (where the work is being done) 3,tp % &A 10 a — City Miami Shores Village County Miami -Dade Zip 33 1 3E/ FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name tratel R.00 C- NA 1 i Phone # 75 j Ci tin- Contractor's Address 13t Mu.) l 0 of s c City 1 JI t Plrn 1 State / v r (# 7Y% 1 Zip 33 ) CO Qualifier Name '3;%a01v1 //�� 0.-.05-71 Phone # State Certificate or Registration No. l ��yy % ✓ 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Square / Linear Footage Of Work: 10100 ❑Alteration ❑New Repair/Replace ❑ Demolition SS?, Submittal Fee $ /� Permit Fee $ !� S (/ ('r CCF $ 1 •d— CO /CC Notary $ G. OD Training/Education Fee $ 0 - 40 Technology Fee $ Scanning $ Co 'C J Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ c>9-(OW °35 ° 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 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 (--)?e,,, Owner or Agent The foregoing instrument was acknowledged before me this 174-f'% day of ,20©1 ,by ECCC, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: e ide6 Print: My Commission E pires: * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this L day of pee_ , 20 d . , by ° I)et 7,0 l ► , who is personally known to me or who has produced a-mho 'I tit ► pi 2.1 ® as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **********: x>< *** *, x***** ********************************* *****, x***** *,x +, *** *** * ********* * *** * ** APPLICATION AP ROVED BY: PtOF FLOC OLGA GRAFALS * MY COMMISSION # DD 514970 t p /1PIRES: March 3, 2010 Bonded Thru Budget Notary Services 1/ /0-0 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT 11 1111 1111 1111 1111 11111 11111 11 11 1111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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: 3! 1 ice 1001 Si- 2008R0003678 OR Bk 26138 F's 26591 Ups) RECORDED 01/02/2008 13:33 : :38 HARVEY RUVIN? CLERIC OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE t 4 n SHv ELS (-L. 331 SS 2. Description of improvement: 2.. ' it OOP p(1 7 1200P to g9 3. Owner(s) name and address: 61e4C itrovrsoZ lr 10 1.4 tA4Ii. 51-to Us 33 r3S Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: L 07 '5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 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 specified) Signature of Owner - / �c Print Owner's Name 12 CCL. F� -'„f�^ Prepared by 'l t L % Sworn to and subscribed before me this t0! day of f94'44' , 204?. d3r1 Y'L 0` % L Address: 1g /Lk) /07 ST- Notary Public 1 It. r' , if 33)14 Print Notary's Name My commission expires: ao, 123.01 -52 PAGE 4 12/05 sssivaS Liam PePna n [LPPPs0B 0106E tialsw ;S3HIdX3 OLOIS 00 # NOISSWR IO3 AW * S1VdYHO YO10 STATE OF FLORIDA, COUNTY OF DADE BY CERTIFY that this is a true copyf the I filed in this office an 0S h day of D 20 ,ryq hand and + icia eat. Ci c d county courts D.C. • ••• • • • •• . •. High Velocity Hurricane Zone Uniform lnadtiwg s ti lmitlicaOon:Fann . •••••••• •.•. Al Section A (General litformationJ. elate~ e f No. • • - • ..• Ccnfra tefs Name:. i0b Address: 3 Laws -- � S1i i}es —Prey rlpava BUR.RAS tb0 •• • • *Roof Category .t.. tlethanIcsay Fastened The ..,.Metal Panel/Shingies Roof Type _. Newham, .4 Rat ea __Ratoverbig • • • • ••• • • • • • • • • • • • ••• •• • _,'hlmtfd /Adhsive Set The • -�Wobd ShtrtlesiShakes «.. Repair •... Mawenanae Ara Thera Gas Veal Sleeks totaled an the roof? ..."Yes ,C.Na Lives. what type? ..::.Natural ....LPGX ✓� Roof System Information Ldw slope reel area (11.a f = , steap Slaped Brea al �; Thai (a.I 2 Section 13 Roof Plan atedfh town= iltesusta Meads and eaaions„ aeredler snipes asdavadowd .Wade dlayeasksw 111111 1111111P1i11i111111111111111 111 11lfl11111X>i11111111ISj1l$i1 tll llusizaiiliii111iiitli maiiililLilliiaissamiiililmiii lmai't +i 1111! lilll i; ll11i ll llilliillaill iitliiiiliililiiliiiatiliilai_i �l■■alillliill 1111 l■lilliiaaillG111171uIiilllilll zillillaiaiil °� liniililiillilillaiiilalii iii `lI ; iiililllliriiiiililiisiliil;I. aammI'iililillil < lllaliiiiRRRIMsiiilaiiiil xllll111r>t1tiNr11i11iiiii. �ialliiliilall!alii ■■ ■alit~ivara l■■ ifl aiRlii>tiiiiiiiiliii hill!`, rliillilaillll�!� _�_- _,...., �_... w.. it. ■ai>• ■ ■itliltallilliilllal.a * Malllii iil■ 1. i1 1iilIIR ll nil ii iil i liwliaiiiiitlllasu$uulllleiiil Irliailli- iilil1111iill it iil i- illililiillilillil ((liiilllll7iiiiii: limaslil muciuiil iimia i nasaiili miturnimine ill jla laiimumwsiill11 th! liaitii> ii/ iii7ilii 'illilCilililiiiilililir: �■liiillai�li�!Ifilliilllu iilil11alliss iii111iiilrilllillaiiiliillili i liallllill1ri1 111! 1liiiliilla■ iiilileeilaliillii [liillilaiillliilli ItiallilIIlaii\ Iliilllillaiiii iiaiiiilililiiiiiillli ■lliiiiililiilil 1ifiiiiil1f1Y1ia liiiiiiillllii ,iuiiiiillillril,lilillli /!!hilt \iiaiiiillli711ii iaiiil ■1111■iiiililiilillill lIUliilllliiiil.II N11iilialailluill Ill! 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ArldhOrAtbp'Shael ,Fiji. Ag. P *, 476 Ath:12134121er04-Fremir4d2/116rit Insulation Base tamer-„ PIA BeiatritekitionSItaiind N Top:instatorrlayer.- /VA Tat;: uihinfanerit ' op4ntul ttPaptertet7BogclUrg N/ pirabeetweNtriztoisew 4/R . von • goritarup PJ!litener.8340341.111Millseriater Shan Attaffsmest ••• • • •.• ;• • =- 474444: Boa ihrolarekc 42L21-061§-lapigiftemait fi(p...n2p comer: (0 r ,6 . * @ 6 Nw*erof Aisteniinselan d POW* 'Comet lkisharrienteemwsatoindmod adiffik!AWAP0020ez Wadit030049, Sutter, termination, a tijaph; Ra viii Cialts Catil .46, alga , Om:utter- Rabb* CAPOTX en- : Mean ROI h P hM a TiPEN - isg: •ar if Ntahafa tit a. t Is that tieWirtitialRAS 111° .fir 16 Parapet P t • • ••• • •w •• • • • • • • • ••• • • • • • SECTION R4402.13 • • • • • • • •.• • • •kt • • • • ••• GR VELOCrnr HURRICANE ZONES – r r U.IRED O' RS flOTWICATION FOR ROOFING CONS +' Jot' :. • • • • • • • • • • • • • • • • • • • • • 84402.13.1 Scope. As it pertains to the section, it is the responding biroo&uij catractor to provide the owner with fire required r nfng permit; and to explain to the owner the content of the section.. The provisions of Section R4402 govern the minimum requirements and standards of the industy fotropfixsyptcfraingdifiations. Additionally, the following items should be addressed as part of thte etjt tin tile ovl4ser ant the contractor. The owner's initial in the designated space indicates thrt he a Itebten;etplaidal£ • • • 1. ! Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to worlcmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. r Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Section R4403. (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 ___0;24 between neighboring units (i.e., townhouses, condominiums, etc.) the buildings with common roofs, the roofing contractor and/or owner should notify tale occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the 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 root Pending can bean indication of stnictural distress and may require the review of a peofessionsil solemn& engines_ Postrang raw shorten) the 'rx: equertuttcy and perfammunee of b eviing mai the — 1011 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 buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. 11 may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. . ► Ventilation: Most roof structures should have some ability to vent natural ow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional vex which can 111ins.1, result in extending the service life of the root* 1 l 12-1db afid j67 Owner /Agent's Signature Date Contractor Signature Date MIAM CODE COMFI.IANCE OFFICE (BCCO) PRODUCT ON NOTI CE (NOA) GAF Ma 1361 Way Sco -. This NOA is being 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 whew, allowed by the Authority Having Jurisdiction (AHJ). ITEOMEWEL1111-,11 1 DEC 28.20 BY: w� MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUT1'E 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 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 AM (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 falls 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 MlamiDade 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberold® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "N Dade County Product Control Approved ", unless otherwise need 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, Igo Aida, :and fglJowgd by the expiration date may be displayed in advertising literature. If any portion of the NOA it eyed, Neff itehall be done in its entirety. • • •••• •• • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactur 'd&its distflbutdis . • • and shall be available for inspection at the job site at the .request of the Building Official.•• • .. • • • • • • • • . • This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • • • • • • • • ...• • . • • •..• • • • .. • ••• • NOA No: 03-0501.02 • Expiration Date: 11/06108 Approval Date:1043/03 Page 1 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: 19 /n" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened All General and System Limitations shall apply. Base sheet GAFGLAS #80 UldmaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTm Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of alcove 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 Ply' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFT1TE) #12 or #14 Screws and 3" 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 psi, 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 -52J psf, See General Limitalion #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAF ITI E) #12 or #14 Screws and 3" 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- 60psf, See General limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tec (GAFTITE) 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 psi, See General won #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFIZTB) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. row is in the 2" side lap. The other rows are equally spaced appirozibately 9" • • o.c. in the field of the sheet. • • • • • • • • • • (Maximum Design Pressure - 75psf, See General won: t�:.. . • P17 Sheet (Optional except over RUBEROID Modified Base Sheet, RUBE1IQJQ MOP.. . • Smooth, RUBEROID® 20, RUBEROID SBS Heat WeldTM Smdatb.er' : • . •' • RUBEROID SBS Heat-Weld) One or mom plies GAFGLAS PLYA®e • • • • GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in %%11 ' • •' • • • mopping of approved asphalt applied within the EVT range and la a3 of 20-40' ' lbs sq. or Ruberoid Torch Smooth torch applied according to ad nufacturea's.' • • • •application instructions. • •' • • • • • • • • NOA No: 03.0501.02 • Expiration Data: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch PR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat We1dmi PLUS FR, RUBEROID® SBS Heat Weld"' 170 FR, RUBEROID® SBS Heat WeIdTM, RUBEROID® SBS Heat We1dTi Smooth, RUBEROID® UItraClaem SBS and RUBEROID® SBS Heat We1dm 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following. L Gravel or slag applied at 400 lblsq. and 300 Ib1sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Filmed Aluminum Roof Coating, at 13 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF WeatherCoae® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 PIA% 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 s1• Maximum' Design Pressure: See Fastening Above • • • • • .• • • • • • • • • • • • • .. • • • • .• • • NOA No: 03- 050L02 Expiration Date: 11 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 'I 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V" Dens Deck or Vs Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20-40 lbssq., 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 mopes 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a centinuous 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 lbssq. 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 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lb£ 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 submit. 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 comer 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. (When this limitation is specifically referred within this NOA, General Limitation 89 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desigee • • • • shall conform with Roofing Application Standard RAS 111 and applicable wind Iktpretuirempts.. • 9. The maximum designed pressure limitation listed shall be applicable to all roof p p .zonedLb.. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be1mitted for . enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners aadcerners).' • • • . (When this limitation is specifically referred within this NOA, General Lilmitativrr 7 wUEnat • be applicable.) • • • • • 10. All products listed herein shall have a quality assurance audit in accordance with fife Florida • NOA No: 03- 8501.0rr Expiration Date: 11/06/08 Approval Date:10/ Page 32 432 • • • • • • Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE _ ..'':t13•'tt2- WED - - 1y4:52�:::�,.�..:'.�;;� FAX 9736283451 Ijnderw,fters Laboratorlesinc® June 20, 2002 Mr. Michael J. Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 -3689 Our Reference: RI306 Dear Mr. Gada: • This is in response to our conversation on June 20, 2002. 333 Moot= Raid N 60062-2096 t847i2724800 Cade (I PincNo. Q3011094395 As discussed, the following n144613:4: 63, i:ern meets, C iat,s A et;teria per ANSUL'L790 based on existing fire test data - Deck. C -15/32 Incline- 1/2 Insulation (Optional): One or more layers polite, glass fiber, isocyanu ate, perIite iisocyanusate composite, perlite/urethane composite, wood fiberrsocyanurare composite, any combination, any thickness. Base Sheet- One or more layers Type G2, Ruberoid 20 or Ruberoid SBS Heat Weld Smooth. Ply Sheet. (Optional). One or more layers Type GI or G2 Membrane- " Ruberoid SBS Heat Weld 170 FR ", " Ruberoid SRS Heat Weld FR" or " Ruberoid SBS Heat Weld Plus° If any questions arise on the above, please contact the write'. Very truly yotu s, Douglas C M ller Engineering Group I .,ender Fire Protectiol Division • • • • • .. • • • • .. • .. • • .. • .... .. . • ▪ • • .... • .. • • • .. .. • • .. .. • • • .... • • • ▪ • ▪ .... .. ... • .. • .. • • • • • • • • • • • • • A later protft orpi3lnn'JOr dedicated to oudhc safety im: carturdIttd tot AMY acv