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RF-10-821Inspection Number: INSP - 153548 Permit Number: RF -5 -10 -821 Scheduled Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: MESA, MARGARITA Job Address: 10109 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: RAINBOW ROOFING & TILE Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE ROOF FLAT ROOF Passed,9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 143019. MUST USE SAME COLOR TILE November 22, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060131510 Phone: (305)301 -2017 Page 23 of 31 Arlenis Silvers From: Margarita Mesa [margarita .mesa @learnitsystems.com] Sent: Tuesday, November 09, 2010 10:40 AM To: Arlenis Silvera Subject: Extension /Inspection Request Good morning Arlene, We spoke a bit earlier this morning regarding permit # RF10 -821 for a re -roof at: 10109 North Miami Avenue Miami Shores, FL 33150 I would like to request an inspection for tomorrow, Nov. 10th, and a 10 -day extension in order to complete the work. If you have any questions, please contact me at 305 - 975 -5824. Thanks, Margarita Mesa Regional Operations Manager Learn It Systems C: 305.975.5824 0: 305.477.1760 "IT TAKES A VILLAGE TO RAISE - AND EDUCATE - A CHILD." 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Title older): Address: /a( q /v ) City: /Wa-' -L ,71 Contact Phone �;':, -� Email Address: DESI this Permit: $ 9t9® Ty . ' ork: DAddress DAlteration 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 1 0— Permit No. -c c ?c2, 1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: State: Tenant/Lessee Name: Phone #: Email: fYta - G qZ — Ole- Ht-015 . C�SYYI JOB ADDRESS: c � � - �" City: Miami Shores County: Miami Dade Master Permit No. Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: PIAAAJP0-3 / C9 4 r dc a • phone #( E Sol — 20/1 Address: q'LO -7 n ( ca4Las e f . ff City: State: R._ // Zip: / '/ `f �/ Qualifier Name: tj,. C Z t . , ' + C t \ . e c_ Phone #: ( C5) 3(1- C &i 7- State Certification or ` .: � �4; 4 Z i 3 z s Certificate of Competency #: Phone #: Square/Linear Footage of Work: 72-0 1 New DRepair/Replace � p �CMII�Ig � NOV 0 1 2010 BY: ....................... Phone# 09n 2 q Zip: 3 - Zip: ODemolition Description of Work: ********* ** ******* ** * ** ******* ** ** ** *.xe es ************* ****** ******** ** ** * ** * ****** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 inspec •n which occurs seven (7) days after the building permit is issued In the abs -nce of such posted notice, the inspection will .t se approved 'nd a re ction fee will be charged. Signature Owner or wledged fore The fore mg was ac day of , 20 1V, by SI ' In1S who is p: rsonally known to e or w . h, s produced �1 D .2:1/2Z (deLtification and who did take an oath. NOTAR UBLIC: Sign: L v.l. _ ti �� c• C1, Sign: Print: • � ^ b' Q' Print: �yp ° G�d� c e° My Commission Expi ********** *+ NM **** *+ k+A+BN+b+p**N.*****+bM***011 N****** **+ kM **********+ k***** *+ R******+ B+ b**** ** *dv**** #+k****+k**iN+N******** My Commission Expires: APPROVED BY Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) I A ( Signature ent ractor The foregoing instrument was acknowledged before me this ^ry day of 0 C. 4Q,/ , 20 ( , by at d if f SO eLcAR who is personally known to me or who has produced as identification and who bid take an oath. NOTARY PUBLIC: Plans Examiner Zoning BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 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 Permit No. 010" X2- 1 Master Permit No. OWNER: Name (Fee Simple Titleholder): / Address: (9 / Del /s v _ tt- itC'4u lr c City: G7/n.t,L cSkO 2S' State: (Zip: ISV Tenant/Lessee Name: Phone#' 30t q 57 Phone #: Email: 4 — dne e . CaY!'s____- JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRA TOR: Company Name: COI/lb 6 U.' 2 ( f 1 1,1 e `y Phone #:S) 3 (` z6 1 '- u Address: t � / ► a i I« iie ' C7/ /ICt / el City: CL d CI, )' vi (.... State: ` Zip: 33 NV Qualifier Name: k t /^i, G I t: Cf ( 6't_. L t C C LE 7_ Phone #: State Certification or Registration #: I'- -t it 1 3 25 3 Z Certificate of Competency #: Contact Phone #: @ es) 8t 1 - 1 4 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4/e0 Square/Linear Footage of Work: 5 Type of Work: ❑Address ❑Alteration ITew ❑Repair/Replace Description of Work: 1 NAM tr () .(M MgrEEW3Ini NOV 0 1 2010 Ig ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ********* * **** *** ** * ** * * * * ** *** **** *** *F ************* * * * * * *** * * ****** *** * * * * * ***** ** Submittal Fee $ Permit Fee $ CCF $ • CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 i pf such posted notice, the inspection will not be approved and a r' 'nspec ion will be charged. Signature The fo oi g instrume t was ackn day o t , 20 , by who is personally known to me or w o h produced NOT Sign: Print: ((a NOTARY PUBLIC: . 92; ft3 �`� ° C ' Sign: � op Print: � j b' ��SS t' �. �, • My Commission Expires: ****** * * * * * * * * * * * * * * * &3::�****:F�e**********NS*‘*********************** * ******* * * **:3:*k3:* ****** ****** **k **** n_ ® My Commission Expires: APPROVED BY or Agent ledged be ore me th identification and who did take an oath. (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/10) ature Contrac or The foregoing instrument was acknowledged before me this rP i day of ® CTS b"-,- , 20 t O., by efq Q rt c.fiL St Pte.k.72. ho is personally known to me or who has produced R.- 0 L as identification and who did take an oath. Plans Examiner Zoning Structural Review Clerk kC Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pent* Application Form. Section A (General information) ii10 0 1 ZOi Master Penrdt No. process No. 13Y: ..••••••• ...... 0 .... 000 Contractor's Name ‘ LC1// 7 Oc c L. (." e-hi uy 0 i i /e 6ip Job Address H/ C Q A . , Alilair Ace ROOF CATEGORY ,.. 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tlie . . D Metal PaneUShIngles 0 Wood Shingles/Sluices -V \., Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes 0 No A't ROOF TYPE Type: Natural 0 LPGX a-Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan Sketch Roof Plait illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Fire Directory Listing Page A . " "-.. P k . 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations +Applicable Detail Drawings e 3. De; Ign Calculations per Chapter 16, or if Applicable, RAS 127 or 128 4. Ot er Component Notice of Acceptances '' ' : r _ ' _ —` .. 5. Municipal Permit Application • • 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing /Calculatiop Qooymenjat$@f ... Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH diTHE REQUIRED DOCUMENTS AS NOTED BE10e1 : ATTACHMENTS REQUIRED: • • • • • • • • .. .. • .. • .. • .. • .. • • • 123_01 -48 5/03 PAGE 1 .. • • Florida <i: €thy linWorm PannftAppffcaVon For u. �s C® Roof and Identify Manufacturer (If a component Is not used. Stem Manufacturer Oa NA No.: 0 / 1 7 9 0i Design WWI PreSsUrek p From RAS 126 or Colculationec Prnas 1:44e f 2.. 72 7 q 3 f. Deck Tom: Top Layer: Top Inadmion Sze T •• ..• • ••• • • • • • • • • • • • • •• •• ••• • • Z // • • • • ••• • • • • • 6/8 l ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • C ow Components • • • Anchor/Base Sheet wow Ga & x fs /ass •tai' r''... to x -€ ? } { .a .T - d insulation Baas Layer: ke 1 P Base } IA Base Inadation FactenerAilondktg work& )j/j Top insuirdan F Base Shags) &N &fit K' 1 1\ thee Sheet Fashamerglasdng e A) 2 Piers (na ' l „ 5 Ply ).& No. of fs): W4da int) ow 7 • - ••-•-. •_• • ..•. • • • • • . _ ��• Roof Fastener Attachment c Cj Fe ° oc Lap, #F y2_ / - 06 (J ° oc @�, b -0c Comer. Z ' oc Lap. # Rues S� � 9 ' oc Number of Fasteners Per Insidellon Board Field P for AtultoriBase Meet Mintage Components Noted and Details as Applicable: // r� Gutter, Edge ° /san, Skipping, , con Cs Skip, Baca Flashing. Counter- Resign% Bc. Mean Roof Hal^ Parapet Height, Hekiht of Sass Flashing, Component Material, Material TMdmase, Fastentw Type. Fastener Spedng or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. _313 ln e�t . IS `1 "d , L. eaP s� Litics a C at! Glass Basle /a ► '( ° l a/dad L Pafamrt Moan Roof Haight t2301 -48 5 PAGE SECTION 1524 (Florida Building Code) HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS §1524.1— Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provision of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. f_ '1 1. Aesthetics-Wad: The wodrmanship provisions of Chapter 15 (high Velocity, Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water inn performance surds. Aesthetics (appearance) are not a won with respect to workmanship provisions. Aesthetics issues such as color or architectural appearance that are not pact of a zoning code should be addressed as part of the agreement between the owner and the contractor. M i. Re- nailing Wood Deck When replacing roofing, the existing wood roof deck may have to be re -nailed in accordance with the.caffent provisions of Chapter 16 (High Velocity Hurricane Zones) of the Code). (The roof deck is usually concealed prior to removing the existing roof system). M f/13. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit; (Le. townhouse condominiums, etc.). In building s with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. / 4. Ex hsed Ceilings: Exposed, open beam ceilings are where the tmderside of the roof decking can be viewed from below. The owner may wish to _maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. (l'he Code) provides (an alternate for) maintaining this appearance. /I „ /45. 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 be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions show be corrected. M I 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded m a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers are not provided.. It may be necessary to install overflow scuppers in accordance with the requirements of (Chapter 16). A/-07. Ventilates: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to cider additional venting which can result in extending the service life of the root • • • • • • -w •• • • • • . . • . . • • • . • .. • • ;.. • • • •. • • .. • • • . • • .. . .. • •••.... • • • •.• • • • • • .... • • . • ••• • • • ••• • 'a4' • • • 1tIr7 ROOF.GOyff tNQ: MA•1PgU(L& Roofing Systems (TG U)— Conifnued Insulation. (Optional)! One or nmse.layexa polite, wood' a4 • 1socyaraurate, urethane, 1 /R uuate composite,_ n urethrae composite, wood £berlisocyamnrate composite, Ply Sheet: Two or rrtOre layers Type GI VAFGLAS P17 4" or Sheet Ctp `One hryer G3 "GAFGLAS Mineral Surtd Insttlittiam f e oar two . °c 1/2 Pi bra Au3 b� eels C lux; lei:rapped • t{otstll): Red sin .. 7444:1 • L 4 . hee4 or Thom Isy+�, " GG17."G A R BaGIAse t a` • ems Pl r. C.PS Y 4 . rr. gip. . Gp •i;lt • One layer' Type a: :m •r . pommel* Cep 7,. Deck G15/32 4 e: 2• • • • thane, ulatio ltbe tapers P ore- . (met hum plywood a 1i43ti. wtan �. �•I� �' Sam One or More lay • trace er c 1 c or C3. • layers "� 3brch • �j, Mop ) Cap Sheet °GAPC1449 Wend S � t •• • hnulation • Optional): One or mare llama per; -ivolktfftec •:- nreffurnepinipomt films: isocyennrate, urethrae., perlite/ • wood r /iy' Bout Sheet TWO Of mem *yells lype Ci2 or I R. • or ) . P"(Sm►c ,at�j Car • "MMUS. Waal �oodca St h et ", at - Class 1• (OptiianaR or ran layer 34/2 .. • • te, � �'tte/#�P Wood , • . cootp , Wood der /isocyonarate � • • a . F ary Sheet Two or more layers Type GI. • "GALAS pj 4p or "GAP - Ply 6 ". ' Cap Sheet: Type G3 b 61A1sGLAS M Cep ;tea hot 2. Decks C-IC -15/32 Incline 34/2 . • � Isogamete, , p l to p ! o�tposite,,wood 86e y • Barg Sheet:. Ttivo ar mare • '' - Membrane: One for more la� • �.� • & . • " a ),• i (SmtorEtaarGreiante) ) ��pp 3 M t2cmtuhr) �i ). Cap Sheen . G • SIdsced Cap ' R ,lmtpiap�a, . 1 . be& C -15/32 - • e o • 74' • i •• brtn nfion (Op+lioned: or perltte, wand mote, urre Mn/�eb,, pIdi a /is jam/{ 'adte • / • ••oite o ffet/��u lei Contp any f - .. 2003 ROOFING' MATERIALS AND SYSTEMS DIRECTORY ROOF t C �f O � V � 6 p ti � tfdra.mATRRIALLst 0-�r) Clam A - " 1.. Deck C-15/32 • ' a Iacli ie:122 - . i ''''T _ J (Optional): or mare ! ye�g:p� � f wood. ; ; " ' t composite, wood Sbe:r' ► ' ; 177.x: i :'j r . j -- � . � • ' y Sheet: Three o m +s `f 1 : ' -;` � 1 `.�::' i ' :Q "'G PQASS Pty 6 , hot mapped will► tat tar bitumnen, ' • •-- S • COMBINATION HOT AND COLD SYST11l►f5 1: Deck NC , CASs A • • •- • ' • Titettlw• ' • likes Insulation t�h melee or more layers perrflte, wood hre2 or glass Ply Sheet: Threw or "GALAS Ply more la a ,... • y, 6 " . - , y Type GI Ply 4" a 2. Dis . Gam' ° at MB Alundr m Roof Coating" a h Incline;1 ' or mceklayens perlite, wool lide glees urethane compindte, Wood thickness. 1s to � i any Al Three y di more layers 1yge G1. "GAPGLAS' Ply 4, or Sreffseings 3. • D •" c Coat Enntllskarhi Agaves. , " E • • Unladen: One ar'twe I . �� "imsitmmi'lt .�;a., hot Any LIL gravel sir�tacod CleelsA et�g1es 6bas • ballad= (Optioned: • - Sense tl att thicki> i ti / ° - : � ply G1 oi'0:4: or Int: • P One orticomre ices Tie Gl a•G?; .with loot moths sgkr ' GAP Win " Roof Corfu ";.�.I/2 do ed l?a Inclis> s 1 .•- Insulatinn 1 'lime/Ply She i Shaw - • inurat�; wood k _loth . .. r�rutnee s ' type G2,' -•holm ed is • aqi;( any 11 t* w0oa t t1t J d 'or mere plies Type GI or Type C2, S' hdhere l d fir. Hih ordMotli 7 Root: OM*, 1 I/2 gat/sq - Pl' h�ree oat ate G1,7 t n p . ,.: Sine Sheet Coating • oaf � Roof x ;11/2 Be /oil: `+ • L Deleted Mass 3i . 2. ' Dcdt 015/32 1 1 1;, •2° • ; . • Inardadon 1Optiona)t' Ondp'mane` itt.Wood na methane compose% wood /ti� corapu s s . any . Natant • Ply Sheetr T2ttee ar more layers I'M!' G1• ". GLAS ply 4 a • '&404. Wearies ai 6i 1 Coifing', C 1 -ill 3• .DEC NIC - • ' Udine 2' ' ' InsidaNan (wal): • One Pr ipote is 19�pea wood. E e � pa te/ Vie, woad llberilsocyaaurats comp 0 Vi composite, a • er be • Ufa l<OR 1.1L-MARK ON'PRODUC7• M I�I�DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 fair's 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. TERMIN'ION 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 :Malt alt be aailablo fvr tnsyaction at the job site at the request of the Building Official. This NOA reneo►+s acid reviles t�A Nb. X03 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. • ... ... • . . • • • • • • • • . . • • • • • • • .. • • • • • • • • • • • • • • • • . • • • • • • • • • • • ... • • • • .. .. • • • .. .. 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Cateeorv: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM 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 GAFGLAS 117 5 • • .•• • • • • • • • • • • • • • • •• • ••• • Roofing BUR Wood -75 psf Dimensions 3, 5, 55 gallons Test Specification, ASTM D41 60 & 100 lb. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons 55 gallons 55 gallons 1,5gallons 5 gallons 5 gallons LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement • • ••• • • • • • • • • •..•••.• • • ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • ••. • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. 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 ASTM D 4586 Asphalt flashing Cement ?VI: 1 : • 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 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID ® SBS HeatWeldTM PLUS RUBEROID SBS Heat- We1d PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID Modifie$ Base Sheet • • • APPROVED •• • ..: • • • • Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (I meter) wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (3937') wide 1 meter (39.37") wide 1 meter (3937 ") wide 39 (i i el r) i viae. . • •• • .••• • ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • .• • • IDADE f ii • • •• •• • • • .•• • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• • • ••• • • Test $uecifcation ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type 11, UL Type G2 BUR Product Descrintion Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced! SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID I70FR TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR •• •. • • • • • • • • • Vent Stacks (met 1 acid • plastic) • .•• • • • • • • • • • Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) • Vide:. • • •• • • • • • • • • • •• • • •. • • • • • ... • • • • •. • • • • • • • • . • • • • • • • • • • • • • • • • • • • • •• •• • • • .• •. 000 • • ■ 0 • • Test $aeeification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ••• • •••ASTMD635 • • • • • • • • Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak Buster" MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterT" MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield VersaShieid FB-1 S VersaShield FB -2S TOPCOAT FireShield MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak Buster" MatrixTM 202 SBS Flashing Cement Leak Buster" MatrixTM 203 Plastic Roof Cement • Leak BusterTM Matrix"; 103 Cold Process ••• Adhesive • • .• • • • • • • • Aimensions 5 gallons 100 lb. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons • • • • • •• •.Ispi • •• • • • •• .•. • ••• •.• • • • • • • • • • • • • • • • • • •• • • •• •• • • • • •.• • • • • •S• • • • • • • • • • • • . • .• • •.• • • • • • • • • • • • • • • •• •• • • • .• •• ••• • • • ••• • • Test Specification ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roof coating. ASTM D312, Interply mopping and surfacing asphalt. Types 1, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D 1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D3019 Product Description SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N • EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck', Dens Deck Prime, Dens Deck ® Dura GuardTM Structodek SecurockTM • .• ... • • • •.. • • • • • • • Dimensions 5 gallons 5 gallons • • • •• • • • • • • • • • •• • • . . •• • •• • • • • •. • • • • • • • • • • • • • • • • • • .• • • .. .. • • ••• • • • • • •. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •. •• • • • •. •• •• • • • •• • • Test Specification ASTM D 2824 ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Product Description Fibered aluminum coating. Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 1. 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: IRTofS.Fl. Test Asenev Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. •• ••• • • • • • APPROVED • • • • • • • • • • • • • • •• ••• •• • •• • •• • ••• • • • • • • • • ••• • • • • • • • • • Y • • • •• •• ••• • • ••• • • • • • • • • • • • • • • •• • • • • • • ••• • • • ••• • • • • • • • • ••• TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier 31. 2B8A4.AM J.I. 3B9Q1AM J.I. ODOA8.AM J.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02-005 02-014 •• • ••• • • • • •• • • • • • • • • • • •• •• •• • Dimensions Various Various Various 3" and 3 '/s" 3" and 3 %z" 3" Square Description 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Rat 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Wood, Non - insulated Deck / 32 Description: : - t� plank or greater plywood or wood lank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: GAFGLAS ® #80 ULTIMATA" Base Sheet, STRATAVENTo EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: 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, GAI?GLAS PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 1112 standard, #14 or # 15 Screws and 3" Drill -TeaTM 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 4 5 See General Limitation #7) G " Flex PIy 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 #8 A � 1=110 ® 20 RUBERD op Smooth, base sheet attached to deck with approved PA" 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 Bale sheets attached to deck approved annular ring shank nails • ag4:3a' q:vprd,Dri11 -TecTM insulation plates at a fastener spacing of 9" o.c. at • . ' : fbdi 4 � 18p /fitgeted in two rows 9" in the field. •• ••• (1m axi m um besfgn Pressure —60 psf, See General Limitation #7) •• IAN11• D CO ii • APPROVED FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. • ••• ••• • ••• • • • • • • • • • • • • • • • Y • • • • • • • • • •• •• • • • ••• • • • • ••• • • ' • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 i Ply Sheet: Cap Sheet Surfacing: Maximum Design Pressure: See Fastening Above • ••• • • • • • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #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 —7S 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 GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. (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 IbsJsq. respectively hi 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 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 IbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM Matriem 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofmg Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. .• ••• • • • • • •• • • • • ••.•••••• • • ••• -.•• • •• ••• •• • • • •• ••• • ••• ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • •• •• ••• • • • ••• • • 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 P1yTM 6 when used as a mechanically fastened base or anchor t sheet. 2. Minimum ' /a" Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing 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 Roofmg 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 sjecifeally referred within this NOA, General Limitation #7 will not be applicable.) 10. All products$iste3 • " I a 14vj a quality assurance audit in accordance with the Florida Building Code and Ru189B -'7 Qf 4b$Fto444 Afipinistrative Code. . • •. • • O THIS ACCEPTANCE • ••• ••• • ••• ••• • • • • • • • • •. •• • • • • • • • • • • • • •• • . •• •• • . • • ••• • • • • • • . • • • • • • • • • • • • .•.• • • • • • • • • • • •• • • • • • • •• •• • • • • • •• •• ••• • . • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 PERMIT NO. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 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/addr jOf CI /_l. gia ni, i ` k e,re -S FL. '315 2. Description of improvement: 3. Owner(s) name and address: Iwo Interest in property: Name and address of fee simple titleholder ®f A 7%t.ore a PL 31 SO 5. Surety: (Payment bond required by owner from contractor. if any) 4. Contractor's name and address: Name and address: Amount of bond $ 6. Lender's name and address: TAX FOLIO NO. asf 011-4-019_, ruzt VIT 7. Persons within the state of Florida designated by Owner u provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: lkr / Pr — 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), Florid Statutes. Name and address: /v // 9. Expire ' • n date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a • 1 e - date is spec' ed) PICA • ner Print a wn s Name Sworn to and subscribed before me this 1 I d 1111 i I I � :��r• ~ Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 552 1;4*-- STATE +F FLORIDA, COUNTY OF 111111111111111111111 111111 11111 1111111111111 Prepared by ,20 CFN 201+ +80332174 OR Bk 27288 Ps 0928; Ups) RECORDED 05/18/2010 10 :19:49 HARVEY RUVIN, CLERK OF COURT MIAMI - DADE COUNTY, FLORIDA LAST PAGE y be s © 0 _ Address: j • � -�•,• • , ti t. S Ctore 3 (S1) Tenant/Lessee Name Email BUILDING PERMIT APPLICATION FBC 20 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 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) 4 / d 4 1217 hone # ®.S Owner's Address /0/09 Ai, 0/4 4V.� City imitb7fi EP s State Zip 5 m ice Job Address (where the work is being done) /40/179 4/ /1 IV/ 'dee City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # // '2 047 e>'3 /5 / 0 Is Building Historically Designated YES NO N Flood Zone Contractor's Company Name ///A s 4' £7" M1 Phone # &O 7 7 ' s® Contractor's Address /No 9 9 / t/,t1/1, ' owe., City M/AN/ S"/ ir State / (i Zip ,J3/ 8 0 404 r7,r J, Qualifier Name State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 94W. Pe' Square / Linear Footage Of Work: Type of Work: DAdon Describe Work: DAlteration [New Repair/Replace ❑ Demolition 44 �. 72 eale ******** * * * * * * * * * * * * * * * * * * * *** * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * *** * * * * ** Submittal Fee $ 000 Permit Fee $ (40 CCF $ 0•tQ0 falD Notary $ (� Training/Education Fee $ •O�C0 Scanning $ 6'00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Dug $ 2IO. ( O i Master Permit No Phone # Permit No. 3C/MMED BY: See Reverse side -* CO /CC $ Technology Fee $ V' $ond $ Phone # 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 ' pproved and a reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged before me this 11 The foregoing instrument was acknowledged before me this day of , 20 10 , by , day of , 20 _, by who is person known to me or who has produced tt.- CD who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) L 11dw r or Agent o �Ld1S T /r Plans Examiner Engineer NOTARY PUBLIC: Sign: Print: My Commission Expires: Clerk checked Zoning NAME: ADDRESS: 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT Ace- DATE: ghL jto o •fir N d U t �l a4vt,(., ,' ( fb Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial7. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Intial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Produced there License or 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and mist provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. WNER Initial Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbor/Dro/cil dex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inforn;411V have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of � ' . 20 ( By who was personally known to me or who has oiasiI Intification. \ . . s. z iegrApo • �, r5• 11 I I I \I \ \ �o��,`a`\� Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,840 Lot Size: 12,350 SQ FT Year Built 1950 850,000/ $211,813 MIAMI SHORES SEC 1 Cry AMD PB 10-70 LOT 13 L L Legal LESS N5FT & LOT 14 escxiptlon: BLK 11 LOT SIZE IRREGULAR OR 13008- 1559 1285 1 COC ,21412- 4740 08 20031 Year 2009 2008 10109 N MIAMI AVE Applied Applied Taxing Authority Exemption/ Taxable Exemption/ Taxable 10109 N MIAMI AVE MIAMI Value: Value: Regional: 850,000/ $211,813 860.000/ $234,256 County: 850,000/ $211,813 $50,000/ 8234,256 Cry $50,000/ $211,813 $50,000/ $234,256 School Board: $25,000/ $236,813 $25,000/ $259,256 Folio No.: 11-3206-013-1510 Property: 10109 N MIAMI AVE Mailing MARGARITA MESA Address: 10109 N MIAMI AVE MIAMI M FL ,�""I'J11Rm 33180- ear 2009 2008 M'x, 1: M MEM ,�""I'J11Rm I Miami -Dade My Home My Home cn anlidad+ Show Me: Property Information Search By: Select Item M Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemetion Information: Taxable Value Information: Sale Information: tom nee• Wnnrw ACTIVE TOOL. SELECT Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. 0 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site I Phone Directory 1 Privacy! 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. 113ft Page 1 of 2 Legend Property PI Boundary N Selected Property Perty Street Highway Miami -Dade County Water +9 http: / /gisims2. miamidade .gov /MyHome /propmap.asp 5/11/2010 2009 2008 $25 000 825,000 Miami -Dade My Home My Home cn anlidad+ Show Me: Property Information Search By: Select Item M Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemetion Information: Taxable Value Information: Sale Information: tom nee• Wnnrw ACTIVE TOOL. SELECT Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. 0 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site I Phone Directory 1 Privacy! 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. 113ft Page 1 of 2 Legend Property PI Boundary N Selected Property Perty Street Highway Miami -Dade County Water +9 http: / /gisims2. miamidade .gov /MyHome /propmap.asp 5/11/2010 To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: ) 0 t O OCA, Ave , 1' A SkArre s FL 331S Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building becau e: ❑ The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first dulyswom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 1 day of ' /2 t Notary Public, Sate of Florida at Large Revised on 5/21/2009 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. kites e -- 1,// /l I1IIIIt11 \ \ \`\\a` Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: SifIiI0 =-n: �='. ,3 N CO= • When the just valuation of the structure for purpose of ad valorem taxation is equal r rie an W10, tlE building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for th W Mitigation. ,, ...... HIGH VELOCITY HURRICANE ZONES — REQUIRED QWNER_8 CONSIDERATIONS z Owne /Ageri - Signature Date Revised on 719/209 LD G�NA c; DEPT DEPT SECTION R440.`1' 10 CC.MPI.IANCE WITH ALL FEDERAL •••• ► ••••i. • R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contr4c r tprovide tie ciwner with the required roofing permit, and to explain to the owner the content of the section. IA provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing s st t i iosi:allations. • • • I •,..••• Additionally, the following items should be addressed as part of the agreement e�owner ant the contractor. The owner's initial in the designated space indicates that the item has beer?Q�0Ibfied., • 1. N A Workmanship: the workmanship provisions of Sec ion 4 444,I pre for.the qf••:• providing that the roof system meets the wind resistance and Water instruction ,pe ormance. stati00fds' . Aesthetics ( appearance) are not a consideration with respect to workmanship= piroision "s: Aesthetivisspes • • such as color or architectural appearance, that are not part of a zoning code, should be addressed se part of the agreement between the owner and the contractor. 2. 7 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior emoving the existing roof system). • • .. • •••• 3. /1/ Common roofs: Common roofs are those which have no visible delineation between neighboring uni s (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can e 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. This provides the option of maintaining the ap r earance. Pending water: The current roof system and /or deck of the building may not drain well and may c • u e w. ter to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overlo ded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. ee 7.� 6 Ventilation: Most roof structures should have some ability to vent natural airflow through the i to or o the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial - t consider additional venting which can result in extending the ervice life of the /Si II 674/4 Contractor Signatur- Date 1416 0 • to Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address Low Slope ❑ Asphaltic Shingles ❑ New Roof ;14-Roofing Section A (General Information) Process No. /,YEA' azi /O)z99 ,1/ oi,:;:o/ A ROOF CATEGORY ROOF TYPE Recovering ❑ Repair • •••• • • • • ••.•. • . IS •• • • 0000 • • •••• •• •• E Mechanically Fastened Tile ❑ IWortar /Adhesb. t,Tile • ❑ Metal PaneVShingles ❑ Idlood'Shingie% /Shakes ❑ Prescriptive BUR -RAS 150 •• • • • ▪ •••• ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • ••• • • • •• • • • • • • • • • • • • • • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow 'scuppers and overflow drains. 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Design Pressurt,,Erom the Specific NOA System: Deck: ,,l � e g 1 Type: � Gauge/Thi ne q J 0/0e) Slope: J / $ Anchor/Base eet & No. of Ply(s):sf� . Anc r/Base heet Faste er/Bonding Material: r /,2 l/g «7-e Insulation Base Layer: Base Insulation Size and Thi Base Insulation Fastener /Bo Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Section C (Low Sloped Roof System) Top Ply: eepo1 . te/ Top Ply inerBonding Material: Surfacing: f� 4 Fastener Spacing for AnchorBasgMeet Attachment • • • Field: � ° oc @ Lap, Roll% � � " oc Perimeter: 62 oc @ Lapp 7t. ows @ 41 "" oc • Corner: " oc @ Lae, ,Mows oc, • Number of Fasteners•n?NsulatQgz Mard • • • •• Corner Field Perimet Illustrate Components Noted and oeteils as • Applicable: • • • • • : • Woodblocking, Gutter, Ed ge T ermirtaltipn„• • 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet Height Mean Roof Height •••• • • • •• •• • • • •••• • • • •• •• • •••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 3752808 • • • • •••• • • • •• • • •• • • •••• • ••• • • • •• • • • • • SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the ige p tonstrVeticm • materials. The documentation submitted has been reviewed by the BCCO and acce2V41,11,34the Building Code and Product Review Conunittee to be used in Miami Dade County and other :feat there allowwl by the Authority Having Jurisdiction (AHJ). • • • • • •• • .• •••• This NOA shall not be valid after the expiration date stated below. The BCCO. (In Miaml•Dadt 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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roofing Systems Over 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 revises NOA # 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by J e L. Acebo.. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 44 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product Dimensions • Polyflex G 32' 10" x 3' 3 -3/8" Polyflex G FR 32' 10" x 3' 3 -3/8" Roofing SBS /APP Modified Bitumen Wood -82.5 psf See General Limitation #1 Test Specification Polyflex 32' 10" x 3' 3 -3/8" ASTM D 6222 ASTM D 6222 ASTM D 6222 Polybond 32' 10" x 3' 3 -3/8" ASTM D 6222 Polybond G 32' 10" x 3' 3 -3/8" ASTM D 6222 Elastoflex S6 32' 10" x 3' 3 -3/8" ASTM D 6164 Elastoflex S6 G 32' 10" x 3' 3 -3/8" ASTM D 6164 Elastoflex S6 G FR 32' 10" x 3' 3 -3/8" ASTM D 6164 Elastoshield TS4 32' 10" x 3' 3 -3/8" ASTM D 6164 Elastoshield TS4 FR 32' 10" x 3' 3 -3/8" ASTM D 6164 • • • • • •• • • • • •• •• • • •••• • •••• • • • • • • • •. • • • •••• • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLTANT: TABLE 1 • • • Product. • • Description • Torch applied, polyester reinforc'kfl APP mocjifiMM • • bitumen membrane with a burn off polyethylent• • • back face and a smooth or sanded top surface. • • Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a polyethylene or sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 2 of 44 Xtraflex Xtraflex G Xtraflex G FR FR 32' 10" x 3' 6" 32' 1FO" x 3' 6" 32' 10" x 3' 6" Test Specification Product Dimensions Elastoflex V 32' 10" x 3' 3 -3/8" ASTM D 6163 Elastoflex VG 32' 10" x 3' 3 -3/8" ASTM D 6163 Elastoflex VG FR 32' 10" x 3' 3 -3/8" ASTM D 6163 ASTM D 6222 ASTM D 6222 ASTM D 6222 Elastoflex SA P FR 32' 6" x 3' 3 -3/8" ASTM D 6164 Elastoflex SA V FR 32' 6" x 3' 3 -3/8" ASTM D 6163 Base Elastoflex SA V FR 32' 6 ".x 3' 3 -3/8" ASTM D 6163 Elastoflex SA V ` 32' 6" x 3' 3- • ASTM D 6163 Elastoflex SA V G 32' 6 "'x 3' 3 -3/8" ASTM D 6163 Elastoflex SA V G 32' 6" x 3' 3 -3/8" ASTM D 6163 Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 Elastobase 65' 2" x 3' 3 -3/8" ASTM D 4601 Polyflex SA P 32' 6" x 3' 3- ASTM D 6222 Polyflex SAP G FR 32' 6" x 3' 3 - ASTM D 6222 Product Description Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen • • • • • • membrane with a burn off poly4ithylgtig or sanded • • back face and a sanded top surface! • • • • • • • • • • Torch, hot asphalt or cold adhed!OC :pitied, • • • fiberglass reinforced, SBS modfliitlti •lldumen • membrane with a burn off polyetyltflg or san 114 •; • back face and a granule top surfate.• • Torch, hot asphalt or cold adherin llpIlied, • • fiberglass reinforced, SBS modffiedltitumen • membrane with a burn offpoly {ylriQ or sanded* back face and a granule top surface and fire rehriAlt. chemistry. • Torch applied, polyester reinforced, TAO moc i'Ie • • bitumen membrane with a burn off polyethylene • • • back face and a smooth top surface. .Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Self-adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen meinbrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. SBS modified asphalt coated fiberglass reinforced base sheet. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. • NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 3 of 44 APPROVED INSULATIONS: Product Name Polytherm Al Polytherm Composite PYROX, White Line ACFoam II High Density Wood Fiberboard Perlite/Urethane Composite Perlite Insulation Type X Gypsum Dens Deck ENRGY -2 Fesco Board Multi-Max & FA TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roof insulation board. Polyisocyanurate roof insulation 1Viannfacturer • (Wit$ Gdrrent NOA)... Pol}sia €.WSA, Ina.. • • • Polyglass•USA, Inc. • • • .... • Apavlx:Arcducts Co. • •. .. • Atlas•Fieargr Products. • • • • • Generic • • • • • • • Genenc Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. ••. • .... • • .•.• NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of 44 iz APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener 8. Insul -Firx S 9. Insul -Fixx P 10. Tru -Fast HD 11. - Tru-Fast Plates 12. • Tru-Fast Plates EVIDENCE SUBMITTED: . Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation and membrane fastener Galvalume AZ50 stress .plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate Name J.I. 3001334 J.I. 3000857 J.I. 3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 ,Manitfacturtg... • Dimensions (Wit/t.tu: ent NDA.�. • Cotbstz tipn Fasteners ....Inc. • • • • 2 ' /8 " X 3 1" 3 "x31" Various 3" square 3.2" round Various 3" round 3" round Co tscretirn Fasteners • • • •Inc. • CoMetron Fasteners • rnc. • • ITS 33 u .• • .••• • • ITW Buildex ITW Buildex SFS Stadler, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru-Fast Corp. 3" round The Tru-Fast Corp. 3" round The Tru-Fast Corp. Report FMRC 4470 UL 790 0 1, Date 02.15.00 01.12.00 01.12.00 12.07.00 04.25.01 05.30.03 08.11.03 06.08.00 NOA No.: 06 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 5 of 44 Deck Type 1: Wood, Non - Insulated Deck Description: ' 9 /32" or greater plywood or wood plank. System Type E(7): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. • Fastening #2: Ply Sheet: Surfacing: Maximum Design Pressure: -52.5 psf; (See General limitation #7.). . • • • • •••• • • • • • •• • • ••• • • • • •• • • One ply of CertainTeed GlasBase, Polyglass Base, Elastobase, F4i'etrane MEC Asst. JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastenerio the deck as described below: • • • Attach base sheet using 11 ga. annular ring shank and 1 -5/8" di' fe:ntin caps • spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows center of the sheet. • • • •• • • •••• • Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, • • • • • Dekfast #14 with Hex Plates or Tru-Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. (Optional) Install•one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal /sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal /sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq.. NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 43 of 44 • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. ' • .... GENERAL LIMITATIONS: ' ' • • .. 1. Fire classification is not part of this acceptance, refer to a current Approved.ttpa�iig Mat • Directory for fire ratings of this product. •••• 2. Insulation may be installed in multiple layers. The first layer shall be attached in &ua$ilance v4fif ' • • Product Control Approval guidelines. All other layers shall be adhered in a full min of app . . •ed. asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When aNlied'in ap$rgv. 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 ce11• 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 side lap 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 12lbs. /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 2751bf. 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 Professional Engineer, Registered 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 Roofmg 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). 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.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 44 of 44 ' 380 ROOF COVERING MATERIALS (TEVT) `Roofing Systems (TGFU) — Continued .Membrane: One or more layers "DUFLEX ", "DUFLEX G ", "POLY - BOND", "POLYBOND G ", " POLYFLEX" or "POLYFLEX G" (modified bitumen), heat fused. Surfacing: Fields "F350 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gal /sq. 19. Deck: NC Incline: 1/2 Barrier Board: 1/2 in. gypsum board. Insulation: Polyisocyanurate, any thickness. Base Sheet (Optional): Type G2, "ELASTOBASE ", " ELASTOFLEX V" or "DUFLEX ". Membrane: "POLYFLEX G FR ", "DUFLEX G FR" (heat fused), "ELASTOFLEX G S6 FR" (hot mopped), "ELASTOSHIELD TS4 FR" or " ELASTOFLEX VG FR" (heat fused or hot mopped). 20. Deck: C -15/32 Incline: 1 Insulation: 1/4 in. thick G-P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet Type G2, mechanically fastened. Membrane: "POLYBOND ", " POLYFLEX" (modified bitumen), heat welded. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 21. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, perlite, glass fiber or wood fiberboard, any thickness. Base Sheet: On ply Type G2, hot mopped or mechanically fastened or "ELASTOBASE ", heat fused, hot mopped or mechanically fastened. Membrane: " ELASTOFLEX G S6 FR" or "ELASTOSHIELD TS4 FR," hot mopped or heat fused. 22. Decic C -15/32 Incline: 1/2 Base Sheet One ply Type G2 or "ELASTOBASE ", mechanically fas- tened. Ply Sheet One ply Type G2, hot mopped or "ELASTOBASE ", hot mopped or heat fused. Insulation (Optional): Polyisocyanurate, perlite, glass fiber, any thick -. ness. Membrane: " ELASTOFLEX G S6 F R" or "ELASTOSHIELD TS4 FR," hot mopped or heat fused. 23. Deck: C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite /polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet: One or more layers "DUFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" (het mopped or heat fused) or Type G2 base sheet (hot mopped or mechanically fastened). ' Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), "ELASTOBASE", " ELASTOFLEX V" (hot mopped orheat fused),or Type G2 base sheet (hot mopped). Membrane: "POLYALL ", 'POLYRAM ", "DUFLEX G FR" or "POLY - FLEX G FR" (modified bitumen), heat fused. 24. Deck:•C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite /polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet One or more layers "DUFLEX" (heat fused or mechanically fastened), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped or mechanically fastened). Ply Sheet (Optional): One or more layers "DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped). Membrane: "ELASTOFLEX G S6" or "ELASTOFLEX VG FR" (modified bitumen), hot mopped. 25. Deck: C -15/32 Incline: 1 /2 Note: Unsupported plywood joints are covered by a min 6 in. wide strip of Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofmg Type G2 base sheet nailed in place prior to roofing. Base Sheet: One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). Ply Sheet: One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY "POLY "EL De Roofing Systems (TGFU) Continued Membrane: "POLYALL ", "POLYRAM ", "DUFLEX G FR ", " POLYFLEX G FR" or (modified bitumen), heat fused. 26. Deck: C -15/32 Incline: 1 Insulation: 1/4 in. thick G -P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet: Type G2, mechanically fastened. • • • • Membrane: "POLYFLEX ", heat welded. • •••• • Surfacing. Monsey Products • 'g!ur$ Alumiryprq, jjpof Coatings • • "Weather Check" or "Pro -Grade k RooP ng ", 1.5 giY:4: • 27. Deck: NC • Incline: 1/2 Barrier Board: 1/2 in. gypsum & acct ** • • • Insulation: Polyisocyanurate, 2 %itat. • • • • Base Sheet: One or more plies ype tie. • • • • • • Membrane: " ELASTOFLEX VG.IiF4' fused or ha mopped.•. • 28. Deck: C -15/32 • • • • )�rtline: l�•L'httlliftion Base Sheet: Type G2, mechanically fastened or hot mopped. • Ply Sheet Type G2, hot mopped. • • •: • • Membrane: "POLYALL PLUS" • "POLYRAM P ,�'14,S , r "POLYS?.L ,• • PLUS ", heat fused. • • • • • 29. Deck -15/32 • . . • Incline: NoJaradtation • • Insulation: Polyisocyanurate or polyisocyanurap, posite (2 in. min.), glass fiber (7/16 in. min.), perlite (3/4 in. min.) (mechanically fastened or hot mopped). Ply Sheet: Type G2, hot mopped. Membrane: "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 30. Deck: NC Incline: No Limitations Insulation: Polyisocyanurate, polyisocyanurate composite, perlite, any thickness, mechanically fastened or hot mopped. Ply Sheet Type G2, mechanically fastened or hot mopped. Membrane: "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL? PLUS ", heat fused. 31. Deck 1 -1/2 T &G Incline: No Limitation Base Sheet:. Type G2, one or more layers, hot mopped, loose bind or mechanically fastened. Insulation: Polyisocyanurate, 1.5 in. min. Insulation: Perlite, 3/4 in. min. Ply Sheet "ELASTOFLEX V ", heat fused, hot mopped or mechanically fastened. Membrane: "POLYALL PLUS ". 32. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: 1/4 in. (min) G -P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints. Base Sheet Type G2, mechanically fastened. Membrane: "POLYFLEX G FR ", heat fused in place. 33. Deck: NC Incline: 1/2 • Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber any combinations, any thickness, mechanically fastened. Base Sheet Type G2, mechanically fastened. Membrane: "POLYFLEX ", "POLYBOND" or "DUFLEX ", heat fused in place. Surfacing: "300 AFX" Aluminum Roof Coating at 1 -1/2 gal /sq. s eck C -15/32 Incline: 2 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in. (min) G -P Gypsum DensDeck®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: "ELASTOBASE" of /sand mechanically fastened or "ELASTOFLEX SA V FR BASE (sel a Ee�red). Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" (self adhered). brane: " POLYFLEX SA P FR ", " ELASTOFLEX SA P FR OFLEX SA V FR ", " ELASTOFLEX SA V FR HT", (self adhered) or LEX G FR ", "DUFLEX G FR ", " ELASTOFLEX S6 FR ", OFLEX VG FR ", " ELASTOSHIELD TS 4 FR ", heat fused. . C -15/32 Incline: 1/2 nsulation (Optional): Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet: Type G2, mechanically fastened followed by "ELASTO BASE ", mechanically fastened. , Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" (self adhered). Mem rane: "POLYFLEX SA P FR ", " ELASTOFLEX SA P FR ", "ELA OFLEX SA VG FR" (self adhered) or "DUFLEX G FR ", "ELASFLEX G S6 FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS 4 FR ", he fused. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT)