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BP-05-802Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/06/2008 Inspector: Grande, Claudio Owner: WILLIAMS, JUDITH Job Address: 86 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC cdt, Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number (305)756 -1312 Parcel Number 1132060130460 Lot: Phone: 786- 277 -9540 Building Department Comments NEW RE -ROOF COLOR THRU TILE 10 s ®1 �� Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, August 5, 2008 Page 2 of 2 Miami Shores a Villa °� Village Building Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2005 Applicant: JUDITH Owner: WILLIAMS JOB ADDRESS: 86 NE 95 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060130460 Permit Number: BP2005 -802 Page 1 of 1 WILLIAMS JUDITH ST Contractor's Address: P.O. BOX 531051 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 4 & E1/2 LOT 5 BLK 4 Fees: FEE2005 -7764 FEE2005 -7765 FEE2005 -7766 FEE2005 -7767 FEE2005 -7768 FEE2005 -7769 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $4.80 $5.00 $1.60 $6.90 $3.00 $296.30 Total Fees: $296.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/27/2005 Construction Value: $7,500.00 Work: NEW RE -ROOF COLOR THRU TILE Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 fit( Inspection Date: 08/06/2008 Inspector: Grande, Claudio Owner: WILLIAMS, JUDITH Job Address: 86 95 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Imported Permit Inspection Type: Up Lift Report Work Classification: <NONE> Phone Number (305)756 -1312 Parcel Number 1132060130460 Lot: Phone: 786 -277 -9540 Building Department Comments NEW RE -ROOF COLOR THRU TILE It °1-6 k7f Passed Inspector Comments lae° S. 2------ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, August 5, 2008 Page 2of2 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGUT • INNOVATION • INTEGRATION No 1396 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 Owner's Name: Job Address: SITE SPECIFIC INFORMATION Roofing Contractor: Type of Tile: LC/J LEJi�:_ V/ 7 f Approximate Roof Height: feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: i ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: Permit # `moo 5 - 8OZ Date Installed 3 I --0 2. 1 Other TEST RESULTS P= PASS,F =FAIL Test Location UpIIft Pull Test (P or 9 Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or 9 1 ` ice �- C; _=-� 26 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: Vk n \R-- Vlnayagar M. Balakrlshnan V. P. E. LIc# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Sketch of Roof Job g4i, 41,‘ tt.l site, la& Sheetlimuller `aof 1 contractor 1�r 1.114 Scale ■iiiiiilIRRIRRiiiiiiiitiiitii ■iiiiiiiiiiiiiiiiiiiiiiiiiiii■ iiiiiiiiimiiiiiiiiiiiiiiiiii■ 1111111111111111111111/111111111111111111111111111111111111NIMMIUMMINIM iiiiiiiiriiieif i;Riiiiiiiiiiii iiiieiiii iiiiiiiiiiiiiii , iiiii iiiiiiiiiiiiiiiiiiiii�iii»iii■ NIENIONIMMINSHIMINSININIMUNIMINSIN iiiiiiNOMMINS iiiiiIiMiiiiei ®ii liiiiiiiiiiiiiiiiiiiiiiiiiiiii■ iiEN=INiiiiiiiiiiiiiiiiiiiiiii ■iiiiiiiiiiiieiiiiiiiiiiiiiii■ iiiiiii ■iiiiii�iiii�eii�iiiiii eiiiii ammummmorrnessimunnum MONISM liNii /iiMiiSiiiiNiiiiii■ iiiii� iRVVUM ■ SieiiiiiiIiiiiii RRUR1FI LiniumiiiiiiiiiiNINIiiiii iiii�i�iiiisi ■iiiiiiiiiiiiiilii■ iiiiM !i PAWO)Aiiiifiiiifiiiiiiiis iiiii�iiiii:!Iii iiiiiiiiee�i�3i/sieeiii;ii■ iiiiiiiiiiiii ■�ieiiiiiiiiii�ii imiumusaummunnummummumummansi ■iiiiiiiiiiiiiiiiiiiiMiiiiiii iiiiiiiRURUii i iiiiiiiiiiiiiiili i iiliiiii iieiiiiiiiiiiiii'iiii 22211M S M EISI ®G SM IMMORMININ -kPcN -4D-1) hr: ,r() 4-'0N A "716DL_ r/rN-i, -Q.)\, •Vaa- .1. .-Q).0j1 1 %LA . I i 4 1,-.„,„- _ Pb*- 4 4d&1J amS lv SJEAr^L ,Lcw_7-ko czb u. 4,,t1 )\QActv1/40-- :DAD vc\- 0-k 1� & ,Q)4Qp,v,,t1/46 C—Q-Isov:s wN9.9- st/0..e, ‘,„/T-vt. 4kaA4A, 1151 CoA P.O. rax 5?1 1 Mivol, FL 3:1, Pn: (305) 754 -0191 Fax:(305) 594 -9583 Cell: (786) 277 -9540 P. Kawalek Roofing & Painting, Inc. Proposal / Contract Sif 05-750 Ucense # CG#93BS00436 LICENSED AND INSURED CIEN fir/ ED itlu 2001 PROPOSAL SUBMITTED TO DATE ie2i 1 ' D PHONE N v...131d NAME r Th i , 't 1 I GIBS JOB NAME Fk + ' _, 1 re'ro STREET b NiF ^1fV� +h�± STREET L p rg79 h _6+ CITY Miami Shores ZIP CITY I.1i .5 kore zip .s.31:28 We hereby submit specification and estimate for PREP. WORK ❑ Remove existing roof to a dean workable surface and dispose of debris. ❑ Replace rotten sheathing at $ per lineal foot includes carpentry. ❑ Install new lead flashing to all plumbing vent stacks. ❑ Install new 26 gauge 16" galvanized metal to all valleys and tie -ins. ❑ Exposed ❑ Not Exposed ❑ Type of roof to be removed ( ). SHINGLES ii _ El Install # base sheet. cJOr iS Ar4& cI& w h =V+ O HER PK ° '0 e El Install in, eave drip metal. Pri I r cJ t. uk$ pai&C%S d lka ❑ Install fiberglass fungus resistant shingles. -HI ()LP l i I r ,6 ! ,i Y rviv FIBERGLASS / MOPJFLTED. ❑ Install # base sheet as per code. ❑ Install ❑ Install in. eave drip metal. ❑ Install mineral surface cap sheet. plys of ply IV fibergiass felt. TILE Install # 460 uk-k-Wfvva base sheet. it/Install 3)(3 bW bi in. eave drip metal. Install #SO4Iie underlayment with hot sph 1 fir` V (kt d r011 in Install C.®I \ct le set in s . 1 otivvkatike6ive., ❑ Mfg. Color ❑ Repairs Y o iv\ e-cL We>rebx propose furnish labor a ,id materials complete lq accord ce with the above specifications forthe sum of Oh 0 tk5aY1 CL Bloc e dollars ($ �� ) payment to be made as follows:. ` 000 i 5 a r�,d e i 1 • do WA £J 10 0--to be ~ Qr t� op v r "e deJl be tki METHOD OF PAYMENT: NOTE TO B the above spedflca - 11': • L CONTRACTOR OR OWNER: o be made upon completion of the job. 1 l Fyn WARRANTY TO ORIGINAL OWNER: P. Kawalek Roofing & Painting, Inc. warrants workmanship for a period of (1 ° d +C' 1 years, but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision or inspection, all warranties are null and void. Warranty Is transferrable to new owner upon written application (subject to approval) and payment of 10% of contract price. All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above speclications will become an extra: charge over and above the estimate of labor and usual costs of our agreement. a Wing, Inc. hereby proposes to furnish the above la or •on acce •tance and the balance as work progresses in di ccordance with ct ratio to Wo 11 .e.1-0LOtitAkIPM P. Kawalek Roofing & Painting, Inc. will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalks, foliage, shrubbery, screening, septic tanks, gutters, pipes or cables, above or below ground. We will not be held responsible for water damage to the exterior or Interiorofthe premises CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damagooe to the roof by other tradesmen or parties. P. Kawalek Roofing & Painting, Inc. cannot be held responsible for damage done to any lumber by termites, carpenter ants, or any other ood boring insects. Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL. Authorized Signature ACCEPTANCE OF PROPOSAL / CONTRACT The above prigep specifications and conditions are satisfactory and are hereby accepted. P. Kawalek Roofing & Painting, Inc. is authorized to do the work as specified. Payment will .ba ma. asouj♦ined above. T#tis proposal hss , . ;er of a contract when signed and accepted. I have read and agree to the. rns and conditions as Ym. tit, stated on the front and back of ills ` -ct .. ACCEPTED Signature Print TERMS AND CONDITIONS This proposal is made for immediate acceptance ttance (void if not accepted within 30 days) and is subject to withdrawal without notice. It is made with the understandingthat if accepted by theawner and approved by P. Kawalek Roofing & Painting, Inc., or its duty authorized representative, as provided upon the reverse side hereo ,it1te followiri dnditions are agreed to: (1) Upon acx ptance, this proposal shall become a contract binding upon both the owner and P. Kawalek Roofing & Painting, Inc. (hereinafter called "Company") ant afierbir strued` according to the laws of the State of Florida. The Company reserves the right to use the owner's name in any advertisement. (2) The Company shall not be liable for damages for failure to perform or any delays in performance hereof if such failure or delay is caused directly or indirectly, by Acts of God or of Government, strikes, .lockouts, or other industrial or labor disturbances, embargoes (wheth or not such way, blockades or embargoes may exist as of the date hereof); epidemics, explosions, fires, floods, sudden rains, storms, inclement wea delay in receipt of materials from sources of supply, shortage ofsupply of materials or labor, delays in transportation, or any other cause or causes beyond the reasonable control of the Company, whether or not similar in nature'to those ceuseeherein above specifically enumerated. The place of fabrication, the method and routing shipment, and the place or price of purchase of all or any part of the materials to be included hereunder shall be at the sole discretion of the Company. The Compa nymill exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalks and driveways, foliage, septic tanks, shrubbery, screening, pipes or-cables above or below ground. The Company will not be held- responsible for water damage to the exterior or interio of the premises. Owner is urged to cover fumiture and otherwise protect Owner's property. The Company will not be responsible for any damages don to to of 6lplu ctricians, air conditioner persons, fumigators or any other tradesmen. _ e The Company reserves the right to corre t -ny and all problems from or arising out of the performance of this contract where the Company is found responsible. The Company does not authorize personnel other than that of the Company to perform these services. (3) In the event of a conflict between the terms and conditions of this proposal, and the terms and conditions stated In the plans and specifications, the terms of this proposal shall govem. No payments may be withheld by the Owner pending adjustment of liability for alleged defects or the cost of correcting the same. Strict compliance by Owner with provisions of this paragraph shall be a condition precedent to the recovery from the Company of any.sum in respect of any defective materials or workmanship. (4) Terms of payment shall be as designated on reverse side hereof. The title to all materials covered hereby shall remain in the Company until the purchase price hereunder has been fully paid in cash. There shall be no guarantees, nor liabilities on the Company after the work is completed , or as may be provided specifically in this proposal, however, any such reference and/or provisions shall be, strictly construed only as an obligation on the Company to issue a written guarantee upon completion of the work. And it is mutually agreed that all guarantees to be binding upon the Company must be in writing whether issued voluntarily or in accordance with this proposal, and that whenever the Company upon completion of the work as provided, shall issue to the Owner, such a written guarantee, the liability of the Company shall be limited to the terms and-prrovisions of such guarantee and confined to the work actually done hereunder, and in no event shall such a guarantee impose upon the Company any liability for damages/caused by termite or wood destroying organisms, fire, tornado, hail, hurricane, or other extraordinary causes beyond the control of the Company nor for.dainage to the building upon or in which such work is done; nor for any damage to said work caused by settlement, warping distortion, or failure- of rod' deck, sheathing walls, partition walls, ceilings or foundation of said building, nor for failure of any > materials or integral part of said building used as a bases attachment to or for said work; nor for amage to interior fumiture and fixtures, decoration's, stock or equipment=due to leakage or otherwise It is further agreed that in the event the Owner, u on final settlement to the Company falls or neglects to requre srroa,a guarantee as May beef anticipated by the parties hereof, the same shall b ._col i =d - a aive�r by the Owner of all rights under the predicated guarantee. shipment by the Company of the eeby, the Owner shall assume, pay or ` - - nny against any and all damage to or •x-4 - g n„r c materials, including the contract value of any work performed thereon or in respect tTiereof subsequent to shipment _a • *: arky cause w 7 ,-S1-71-e- _36e-1015.•�( _ - • ...I attributable to the negligence of Company employees or agents). Irres • _ .i , _ - . _ r er or not the same may then be in any wise and to any extent e ,c o whether or not any part of the rchase price hereunder shall have then accrued. (6) Contractual provisions pertaining to asbestos - related construction work. This proposal is based on the assumption that the existing roof does not contain asbestos or any material containing asbestos. Contractor is not engaged in the identification, abatement, encapsulation or removal of asbestos or asbestos- containing materials and will not be responsible for asbestos abatement or removal, or any costs associated with said encapsulation, removal or abatement. In the event that asbestos or material containing asbestos is discovered during the course of the work described in this proposal, contractor reserves the right to rescind this contract and receive payment for work performed or suspend its work for a reasonable period of time while the Owner engages a firm specializing in the removal and disposal of asbestos to remove the asbestos from the work site. Contractor shall be entitled to reasonable . compensation for extra expenses incurred by contractor as a result of the presence of asbestos - containing material at the work site. OR Provided Contractor/Sub-Contractor 'r conducts his operations inr accordance with the aeplicable requirements established by the Occupation Safety and Health Administration (OSHA) and the Environmental Protection Agency MEAL Owner agrees to exonerate, indemnify, defend and hold harmless Contractor /Sub - Contractor from and against all claims, demands and lawsuits and all damages, expenses and losses incurred by Contractor /Sub- Contractor's removal of asbestos - containing materials from Owners building and work site. (7) The Owner„shaAR not assign this instrument or any interest herein except upon- prior written consent of the Company, and in no event shall any assignment of this instrument of any interest herein or the renewal or extension of any indebtedness hereunder release or effect the obligation of the Owner under the- provision hereof. Any warranty or guarantee given in connection with the work performed under this contract is not transfer-able „by,the Owner to any subsequent Owner, except at the expressed written consent of the Company. (8) This proposal is subject to any preference, priority, allocation, limitation or other order, rule or regulations heretofore or hereafter issued by any Govemmental authority or agency, and the Company shall not be liable for any non- performance or delay in performance caused thereby. (9) The Company shall maintain such insurance as will protect the Company from claims under workmen's compensation acts and from any other claims for damages for personal injuries, including death, which may arise from operations under this contract. The Owner shall be responsible for and at the Owner's option may maintain such insurance as will protect the Owner from the Owner's contingent liability for damages for personal injury, including death, which may arise from operations under this contract. (10) There—are no promises, representations or understanding outsrde orthis insti•um`ent, and-except arfiereWtheiwise-exp�essiy provided: This instrument shat not be altered or:modifled'except by an agreement in writing and signed by P Kawalek Roofing & Painting, Inc. or its duly authorized representative: This instrument includes addendum # 1 to Proposal /Contract, d.. = d 5/22/08 and addendum # 2 signed contemporaneously with this contract. (11) This proposal is subject to the condition that the job will be ready for continuous installation hen we are as to commence work. (12) This quotation/contract is subject to the availability of labor and materials. (13) This contract is based solely on visual conditions. If unforeseen conditions should arise that could. not be determined by viSusl inspection then such additional work shall be performed on a firm bid basis or time plus material basis at the sole direction of the Company, after the Owner has been notified o t ec�adan r party sues• the other party - prevailing party (14) I k�dW }� X iVeXin order to enforce any term(s) of this agreement,' then the attorneys' fees,. and the court costs of th shall be paid bytti s ,'r -losing party. yr (15) If any provision of this contract is contrary to, prohibited by or deemed invalid under applicable laws or regulations of any jurisdictions in which it is sought to be enforced, then such provision shall be deemed inapplicable and deemed omitted but shall not invalidate the remaining provisions of the contract. 1 Addendum to Proposal /Contract Dated P.Kawalek Roofing & Painting, Inc. 86 NE 95 Street The principle parties to this contract, Ms. Williams, owner and Mr. Kawalek, roofer, recognize this roofing job began on June 29, 2005, as Miami Shores Permit # BP05 -802. $8000A0 was paid to Mr. Kawalek on July 01,2005 ($4000 distributed for each house). The permits were allowed to expire on Dec. 18, 2005 for House 86. and on Dec. 28, 2005 for House 54. This contract is essentially an agreement to finish said job in a timely and professional manner. The property owner, Judith Williams, is currently charged with violations of Sec.4, Sec.12 -128, Case # 9 -07 -2818, Miami Shores Village Code Enforcement. On May 22, 2007, the Miami Shores Building Dept. notified Ms. Williams, and presumably Mr. Kavalek, roofer (CC BS00007, rc 0066925), that a complaint will be filed with Miami Dade Code Compliance Office for possible disciplinary action if requirements were not complied with. Time is of the essence. A completion date of l 2008 is desired, allowing for reasonable delays. der Judith B. Williams Date: Notary: KurtIcu L >`° stiV aIk.,o',.... MONICA LISSETN DIAZ ' ". MY COMMISSION # DD 483995 * ?° 1 EXPIRES:October 20, 2009 ,8441./ gomiedThru Notary Public Underwriters Paul Kawalek Notary: 10,1a4 21 Roofer "ei , MONICA LISSETH DIAZ •�, f= MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 4,51V Bonded Thru Notary Public Underwriters 4 .� r r • 86 N.E. 95 STREET pR. Addendum * 2 to Proposa9, /font ;act -P. Kawalek Roofing . & - Painting, Inc l'., On front page of Proposal /Contract, wording changed to "contractor will be responsible for any water damage to interior caused by con- tractor's negligence." Acceptance indicated by both parties initials. 2; Under Terms & Conditions, second paragraph concerning damage due to storms, etc.'wording should be "excluding water damage to interior caused by contracto'r's negligence." Acceptance indicated as above. 3 Under Terms;& Conditions, paragraph 4, the exclusions set forth in paragraph 4.o not limit the warranty to original owner as agreed to on front page o, Proposal /Contract. Acceptance indicated as above. Also the exc.usions set forth in paragraph 4 do not limit contractor's liability fot damages caused by contractor's negligence. Mt. Kawalek�s to be responsible for any additional administrative fees charged to s. Williams by MS Code Enforcement Board, and any attorney fee charged by Mr. Leonard Fenn, Attorney -at -Law. A reasonable length of time for loth houses to be finished should be determined, and permits reissued as!soon as possible. Should Mr.:Kawa].ek default, he will be- come liable for all damages-, -both real and compensatory, and that any monies he reeives from Mrs. Williams shall -be accompanied by a partial release of lien and a -full release of lien when the job is completed. Attorney fees for drawing up this addendum and the changes made to this contract shal.l not exceed $2000 ®OO. Dates Notarys • 9 9aano 11-Z119015 NOTARY PUBLIC -S A H0 PLORIDA� °so C%iid�4B 1T CUb179LJ Commis ion 2,011 ° EXj3ire�• BOOING kU ATLANTIC BO Ti T30NDE11 TH Paul Kawalek, Roofer Date: Notary: NOTARY PUBLIC - STATE OF FLORIDA ,e"'"4:., Claudia V Cubillos Commission # DD717923 „,,,„ : SEP. 23, 2011 BONDED TURD ATLANTIC BONUtNG CG.,1NC. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. O. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111111111111111111 11111111111111111111111 CFH 2008R046750.6 DR Bk 26418 Ps 0693i `113s} RECORDED 106/106/2008 14 :03 :26 HARVEY RUVIH, CLERK OF COURT f1IAMI -LADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 8 17 1 1 (35fh 1 , Klektnl Shore1 j. 3306 2. Description of improvement: Re,—ro - 3. Owner(s) name and address: 0--( 1+h Witt 1 c4m S v M E. q -1-h 3.f MI r.(KA 3hore6,F2 33!35 Interest in property: 01A/h Pr" Name and address of fee simple titleholder: 4. Contractor's name and address: "PaKA I,WoJe1 Pr®. Box 53l0G ( tamf I'L 3313Z 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: STATE OFF • . 4 YCERTIF :hetthisis oa of fe c�9 cau Amount of bond $ original filed In this lali y a P «EPA �4- 6. Lender's name and address: , I� ' IMI .MILT imA ,„:}. r�°Y � my hand ;i ;ci ri &.1 f lrii.�'i i HARVEY � 7. Persons within the state of Florida designated by Owner - - • • • It ices or 11.4 �r a 1 -• -''ed as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a erent .ate is s;- ecifi: d) Pnnt Owner's Name nature of Owner Prepared by P 'I w e- r Sworn to and subscribed before me this 1). day of Notary Public Print Notary's N . me My commission expires: 123.01 -52 PAGE4 5105 ddress: I l UU (,;t '� � 2.01 Z.001 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby glues 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. I lllIilllllllllllhllN ll ll CFN 200580601066 OR Bk 23464 Ps 1315; (199) RECORDED 06/10/2005 14:16 :54 HARVEY RUVII1r CLERK OF COURT MIAMI—DADE COUNTYr FLORIDA LAST PAGE 1. Legal description of roperty and street/ address: 5+� 6 i Gl wl l ore r''313 8 2. Description of improvement t (—ro 3. Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder. 4. Contractor's name and address: GL.tA 1<Ci'1. W e R P1 O t i8 o) 53)05 T 1i�wtii, FL:. 3315? 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b); Florida Statutes. Name and address: • 1 4• SiranQir.. 9. Expiration date of this Notice of Commencement: (the ems• •�� eren d ; to is spe ifie •' Wf TNES r 1 HE fFY that tins rs a o e; nn oyoff nature of Owner Print Owner's Name Sworn to and subscrib ;1 ltd nN, D.C. Notary Public Print Notary's N My commission ex 123.0162 PAGE 4 8/02 Q&AI f%t . iaJe A s: 10,0, 60 )( 53105 ) +, r,,1tt l FL- 33 1..5 fins L „� PARTIAL RELEASE OF LIED IMCTERVEL .III JUN 18 2008 That the undersigned, for and in consideration of the partial payment of the sum of TOOL Judith Williams - -- and /100 Dollars ($ partially releases to the said and assigns, and Paid by receipt of which is hereb acknowledge, hereby th Williams Its successors The owner, partially releases the arjnount said above with and outstanding lance of AND (100 Dollars (S �+ �` ) against th building on premises legally described as . fl 33 r 3 On account of labor performed and /or material furnished for the construct' Improvements. That some labor and materials used by the undersigned in said improvements have been partially paid for. IN WITNESS WHEREOFF, I have hereunto set my hand seal this 2008. WITNESSES: STATE OF FLORIDA COUNTY OF DADE } SS. I hereby acknowledge that 'the statements contained in the foregoi ., Partial Release of Lien are true and correct. � Sworn to and subscribed before me this 141 day of .i1( I 1 , 2018. My commission expires: n of any e erection of ay of . KA17.1pEK RO FIN C. (s L)) BY 012011 No TEL: (305) 754 -0191 P.O. BOX 531051, MIAMI SHORES, FL 33153 "BB 89; : (954) 4!878 BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 I 'I. /�,�� ,�%/� , who is representing Ms. Judith William, owner of properties 54 NE 95th Street, and 86 NE 95th Street, both located in Miami Shores, came to the Village Hall to the Building Department Office to obtain and receive copies of all the licenses and insurances of company Kawalek Roofing, who is performing roof work on the addresses mentioned above, for permits BP 2005 -802 and BP2005 -803. All the documents were given to me as agreed. Signature 0A4- " � � A t� x /� 0 BCD ,fr ,„tv tk� � �' J Date pot, /A-// %le ,f /i;»L. r� q (Ad %‘.1%‘(1,. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Re.A, i 0r Permit Type (circle): Building Roofing Ple4i6wX Owner's Name (Fee Simple �Title olldderr)) Z ' I`f h �� t 11 i v6 Phone # 305 'iSb° 131 a Owner's Address g _lad +i3� Permit No. 0 5--i0. Master Permit No. City MI61Wre state FL- Zip 33 /3S Tenant/Lessee. Name Phone # Job Address (where the work is being done) b PE ' E ci Ks+ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company game Kawekl OOT Phone # Contractor's Address T o ®1 BOX 531051 3615 g5i-00) City M10" state FL- Qualifier Name P �1@ T } State Certificate or Registration No. Certificate of Competency No. Ob 160000 Zip 331 S3 Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 10O0 Type of Work: ❑Addition ❑Alteration epair/Replace El Demolition Describe Work: 1'o f-I 1 e re e -h 1c rem r� � er paw( )\ NMD er Vv % Ind- concrete eo l o ' ro u ro 1 141 le. faor s Pir i zot i Clay» Colo 7MvtA , \o 4.0∎1% a **************s ******* ************* * Fees* * ******** k* 000************ ***************** Submittal Fee $ Permit Fee $ $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 2:00 Radon $ 1RBlt$ ;c Zoning $ Bond $ Code Enforcement $ k� Structural Review. $ 1 JUNAL Total Fee Now Due $ See Reverse side -, Ondin Company` s N; 9 (i applicable) Bonding Company's Address State Zip aty Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 6 4f, / ps2 11/ re® rO2 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 RECORDINGS 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 inspectio ill not be approved t, a reinspection fee will be charged. Signatt. Owner or Agent The fore oing instrument was acknowledged before me this 5, day of , 200X , by "(TUCX fit '15 UM i(iti who is personally known to me or who has produced ri•tka1s Air, Xr, As identification and who did take an oath. NOTARY PUBLIC: 1 L__ .' I ►►t. Sign: Print: My Commission Exp. ; APPLICATION APPROVED BY: (Revised 07/10/07) Signature 411a0 Contractor The foregoing instrument was acknowledged before me this a,,s day of ( , 2136 , by f /(16417k' who is : rsonally know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: My Commission Expire Plans Examiner Engineer Zoning 5/22/2007 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 86 NE 95 ST Miami Shores Village, FL 33138 Permit: BP2005 -802 Address:86 NE 95 ST Miami Shores Village FL Date Expired: 0 le-°- - Type: ROOF Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincere Mabel - rg Administrative Assistant Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 ! - ) 756.8972 RE Et! BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address £ b City N Att lt 61\0 t &A State Tenant/Lessee Name Permit No. s9 80Z aster Permit No. Electrical Plumbing Mechanical (4 l +h W 11104% Phone # ;3 5 ISb 13 1O, PL Zip 33)3$ Phone # Job Address (where the work is being done) wEJ''� City Miami Shores Village, County Miami -Dade Zip 3313S Is Building Historically Designated YES NO Contractor's Company Name l ot, oklel� R O no Phone # 305 I5II _ Contractor's Address 1l O t B o ) 5310E 1 o I q 1 rr City MI i1 wii State Zip 331 Qualifier pale tL(A) A,l-C.k State Certificate or Registration No. Certificate of Competency No. el3 12600 4/36 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit PIFtv Type of Work: ❑Addition [Alteratin [New Describe Work: h eari and A Y1 Square Footage Of Work: 1600 Re • air/Re lace ❑ Demolition - nk ae Submittal Fee $ Notary $ Scanning $ ****************************Fees****************************** Permit Fee $ 7 51 Training/Education Fee $ Q . 60 Code Enforcement $ CCF $ 90 CO /CC Technology Fee $ � 7/. Radon $ Zoning Bond $ Structural Nan Review. $ Total Fee Now Due $ g9 6 , 0 (Continued on opposite side) 3 aka Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved -a tai a reinspection fee will be charged. �ad VOUVAildek Signature The foregoing ins day of who is personal Owner or Agent Contractor menttllwas acknowledged before me this 10 The forego i,; instrument was ackno ledged bb+forr�e me this 10 20 CIS by C ` 'D t r k i r a l l day of .� , 20�, by / !'� l Vrrl .. . wn to me or who has produced TO who is personally kn• wn to me or who hasjoxi du roe? jai,` ,; As identification and who did take an oath. s ide i#Ij tii-brCarttliktionliii 114.4$n oath. Ili. 0 AIWA )nditlg Co.. Inc IC: i Expires: Jul I3, 200-' Bond =. ru 111.1_ iir NOTARY "UB:'C Sign: Print: NOTARY PUB Sign: �?o�a?�P °•e��;Con� ��ssion D2319g4 Print: My Commission Expires: a• 3, 200 My Commis '.n Expires: Eg ire.y: Jo Y p 'Intic Bon moo trgas *** * ** * *** * *,�e,r, *** ** *** ** *,4,F,b,r,'e, ,Y ** �k%�Y ` * * *,r * * *`' �d��' * �k****&*, r*• x************ * * *** * * ** *•** ** * * * *** * * *•k * * *•x ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.. * * * * * * * * * ** ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / l —6 Aans Examiner Engineer Zoning chc 05/13/03 N • Florida Building Code Eg litiop 2004 igh-VskscitY fluitare Zig Perm. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ptreas • . ne 141/4,1Aix 144 aePri:q1/04:e- 5y ATE cis-kh Slope 0 Asphaltic Shingle. ROOF CTEGORY O Mechanically Fastened Tile erklortarlAdhesive Set The O Metal Panel/Shigles Presoripdve BUR-RAS 180 ROOF TYPE 0 New Roof MI/Reroofing 0 Remelting ROOF SYSTEM Low Slope Roof Are (SF) 0 INFORMATION Steep Sloped Roof Arse (SF) 0 Wood latissOsaMitakes DRepifr 0 Maintenance Total (SF) 42, 173 Section R (Roof Plan) Sketch Roof Plan: Mustrate an levels and sections, roof dndna, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated palsies* zone* and location of ParaPeft 16.32 11011111111111111111111111111111NI MI II 1111PRIP211111 11 SU mommammanowl mil um IIIIIUIIIIIIIIIII/EMIUM1111111NMMI•MNMII 111111111111111111111111111111111111111KAMMIIIMIll NM MEM 011111111111111tilli MI 1111111110111111Craliallli MN MI 11111111111111PANFINMENII 111111111111111111111111 1111111111111111111111111111MKR9111111111111111111111111111111111111 11 111111101211 II 11 • ••1111111•11111111111111111111 MN MI smarici7E771z=limpirodEll ME Ilimmorm ampumming 11111111 saudAuz.4../..=, „wok BLDG DEPT STATE AND COUNT/ RULES AND EGIUMMON$ ROOF ASSEMBLIES AND ROOFTOP STRUCTURE/ • • • • i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • 0•0 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •1S Florida Building Code Edition 2004 High - Velocity fitAticinH•Zone Unifon Permit.ApplIgatfon Form. SeFtio�ie:Catci�l2tibns) ? •.•• For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1•`Mom��B9seAT1e GI•cujations Per ¥M127" • (P1: _ 1 F 142x AS9!� p�_� i L-4' Mg D.r�1= w'ri/ ' III • roduct Approval Mf �"/l515 (p2:' 0O b x �, t jlQg�gj A9dv;1- Mg s i(' 1 = p • • Product Approval Mf "isi s m3� 0 ®t f x X .a87 I3 OQ - Mg t 1 q = Mr d'® Product Approval Mf 115. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Auoroval Mr required Moment Resistance* Mean Roof Height -> Roof Slope ,4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x L = x w: = ) - W: x cos 0 = Fri Product Approval F' x L = x w: = ) - W: x cos 9 = F Product Approval F' (P1: (P2: (P3: xL = ,xw:= )-W: x cos =F Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance )± Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA. BUILDING CODE - BUILDING 15.35 MIAMEDADE COUNTY bcL cn Paella ur Ewg 25ay • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • S,ECTION 1524 HIGH MEJQ►CITY HOR[tl$. SIE ZONES REQUIRED OWNER'S NOTISICAbb61.FOVIVOFING CONSIDERATION •• • • • • •• ••• •• • ••••••• • 1524.1 As it pertains to this section, it is the segl34nOibslilYeef roofing contractor to provide the owner with the required roofing permit, and to explain totheownerth® &betvfthis section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common Roofs: Common roofs are those which have no visible delineation between neighboring units .e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner hould notify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed om below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . Ponding Water. The current roof system and /or deck of the building may not drain well and may cause ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is re oved. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded rom a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: 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 should not be reduced. It may b beneficial to consider additional venting which can result in extending the service life of the roof. 01; ner's/Agent's Signature 5�ivE953 Property Address 111 01 -154 Lnr 5 /lt/d3' Date P@rmit Numb @r vecud A,u6tf2DV Contractor's Signature 9 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • MM TAM DAl • • • • • • • • • • •• • • • • • • • • • BUILDING CODE COMPLIANCE OF1TI : ('$ . CO) • • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NIA)' Monier Lifehle, LLC 200 Story Road Lake Wales, FL 33898 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 Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tile 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 consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• 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- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 • • •• •• • • • • • • • • • . ••• • • • • • • • ••• • • • ••• • • . ROOFING ASSEMBLY A* . . VAL :: ' : • • • . . • • • ••• Category: Roofing Sub - Category: Low Probe V.opfing Tiles • • • • • • • Material: Concrete' • 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. •• • • • • ••• •• • • • • • • • • • • ••• • •. ••• •. •. • • •. •'• •. • •.• •• • • • • • • .. ••• •• 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces Test Product Dimensions Specifications Description 1= 16 -1/2" TAS 112 Low profile, interlocking, high pressure w = 13" extruded concrete roof tile equipped with one Vz" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier Test Name/Report Date 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94-060B Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07-1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering • • • .. .. •• • • • • • • • • • • • • • ••• • • • .•• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • fiat IdentiOet • • • •••• ••• • • • • 1994 ATo•30302f • Test #1113 T6 J 445- 2143 -1.' 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 • Test Name/Report •••. • • • • W • InccTuonel Testing PA 108 (Nail -On) • • • •Wind Driven Rain • PA 100 . . *Wt. c Uplift Testing PA 102 (2 (talk-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25 -7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07-1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 • •• • • • • • • • ••• . • • • • • • • • ••• • • • ••• • • • • •• • • • • ••• • • • • ••• • •• • • • • • • • • '.' 3. • LIMITATIONS •••• • . ••�• • • • • • • • • • • • • • • • • • • • ••• • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive . . set . tile applications, a static field uplift test shall be performed in • • accordance with RAS IV6. • • . . • 3.3 Applicant shall retain th$ *Niels Qf $ Dade County Certified Laboratory to perform quarterly test in accoriilancd Atli TAS 112; appenJix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - A ft) Tile Profile 1 (ft3) A (ft) Batten Application Direct Deck Application Monier Lifetile Vanguard Roll Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens • or Direct Deck Monier Lifetile Vanguard Roil Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 ERriration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 • • ••• • • • ••• • .. • • • .• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• 1 • • • ••• • a Moment - M, (ft Ibf) Table 4: AttachrrgntRpstsiancd Ekpreb*sd aS M •.• •.•for i-dn -•tee • Tile Profile Fastener Type •• :••• �•:••• Direct Deck �ipin 15�32�' •� Direct Deck ( plywood) Battens Monier Lifetile Vanguard Roll Tile 2-10d Ring ShankNails - • .2 7.8• • • • • 3 Large paddy placement of 54grams of PoIyProna. 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment M1 (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive 26.13 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M, (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monter Lifetile Vanguard Roll Tile Polyfoam PolyPro*"" 86.614 Polyfoam PolyProT"" 45.5" 3 Large paddy placement of 54grams of PoIyProna. 5 Medium paddy placement of 24grams of PalyProTh". NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page5of7 • • ••• • • • ..• •. • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •- • • ••• • • • • ••• Table 8: AttachAteniwResistaitce Qcprtgged its a Moment - M, (ft Ibf) • . • • - for I4o ar'Set S iste8S Tile Profile -Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile' _ • ; • • • ` Mdityr $Af' • • • 20.60 ••• •• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 Expirat[on Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 • • ••• • • • ••• •••• • • ••• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • . •• • • • • • • • • • • • . • • • • • 1 . •• • • • • ••• • • • •• • • • .• • • • • • • • • .. • MoNIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THLS ACCEPTANCE NOA No.: 07- 1023.47 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 e� r • • •• •• • • • • • • • • • • 0•• • • • • • • - • ••- • • • 0•• • • • •• • BUILDING CODE COMPLIANCE OtIrlCg {�CCO3 PRODUCT CONTROL DIVISION • • •' NOTICE OF ACCEPTANCE q4) • Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 •• • • • • • 0•- •• •• • • • • • • • • • • • • • 0•• • • - • • • • • - • • • • - • • • • - • • • • • •00 • • •• 000 •- • • 4r • • • • • • • •00 •• MIAMI -DADE COUNTY, FLORIDA METRO-DA©E FLAGLER BUILDING 148 WEST PLAGLER STREET, SUITE 1613 MIAMI, FLORIDA 331301563 (305) 375.2901 FAX (305) 375 -2903 SCOPE: This NOA is being issued under the applicable rules and regulations The documentation submitted has been reviewed by the BCCO and Sc` 8 use of i� materials. Review Committee to be used in Miami Dade County and other arease h� w Code and Product Jurisdiction (AHJ). allowed by tla,Authoeity Having This NOA shall not be valid after the expiration date stated below. The BCCO (In Muni Dade AHJ (in areas other than Miami Dade County) reserve the rim to have this County) and/uathe assurance purposes. if this product or materiel fails to p�tm in the t tested for incur the expense of such testing and the AHJ may '• the manufacturer will ct or material within their jurisdiction. BCCO y u�y revoke, modify, or °�` the � of such or that this product or material fails to mew the /evoke this acceptance, if is by BCCO This product is approver! as described herein, and has been to comply with the High Velocity lone Zone of the Florida Building Code. • DESCRIPTION: TON: Polyp -0 .- • - • • • • ..0000 • RENEWAL of this NOA shall be considered after a renewal ...... • • change in the applicable building code b� plod �d $ Y�thetPcrfofthia product. •••, • TERMINATION of this NOA will occur after the ' • • • expiration date or if there has been a revises - • • materials, use, and/or manufacture of the product or im age in the product, for sales, advertising or any other purposes shall Misuse of NOA � an • • • bf any• • • • • with any section of this NOA shall be cause fir automatically tenor this NOA. Ftplureto campy • • twin mid removal of NOA. • - ••• • ADVERTISEMENT: The NOA number preceded by tier words Miami -Dade Mowed y the expiration date may be displayed in advertising liter�e. If he NOA and heit s by be done in its entirety. y portion of the NOA is displayed, then it shalt 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 teems of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J; L. Acebo NOA Nor.: 06.@201.02 Rip atlsa Rate: 05/10/11 Approval Date: 04/13/96 Page 1 of 7 • • •• •• • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • ••• • • • • • • • ••• • • • • • • ROOFING ASSEMBLY APJ'$OVAL.: • • • • • • Category: ,,," • • Sub Category: ROetti a adhesive : • • Materials: Poles SCOPE: • • • • This approves Polypro A11160 as lttitcd�,, $ • of this Notice of Acceptance. For � loca{ians w a gdisign pressure Products, Inc. described in Section 2 applicable building code, does not exceed the design values requirements, ij � by compliance with Roofing Application Standard RAS 127, for use with approved Bet Idws and high profile roof tiles system using Polypro® AR 160. Where die attachmcm calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product met 2Na MIldfigage Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foamprc l RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Disposing Equipment • •. • • •. •. • • • •'• • •. •. • •• • • • •• ••• •• PRODUCTS MANUFACTURED BY OTHERS: • • • • • • ••••ems Any Miami-Dade County Product Control A .00-4* • list moment resistance values with the use of Polypi) Tile Assembly having YRm AHI60 roof tile adhesive. • • 0 • PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content I gip ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 ASTM D 2,856 Soft 1.6 lbaJft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.JFta 3.1 Perm / Inch +007% Volume Charge @ -440° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • •••• •••• ••=••• • •• •• ..... • • • • • • • • • • • 00 • • • •••••• • • • • • • • • • • • *000 • • •••• Note: The physical properties kited above are presented as types average values as determined by accepted ASTM test methods and are subject to normal mangy variat on, NOA No.: 06- 4201.02 EzpiratIon Date: 05!10111 Approval Date: 0411346 Page 2 ef 7 • • ••• • • • ••• .• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .•. • • • • •.• EVIDENCE SUBMITTED: ' _eAy n • ' : I ••• ••.. •••. ' • : : : '.enter for Applies Engi eri‘ Data TAS 04/17"8/§4 TAS 101 12/16/96 ... . • 25;744$.. ... ... SSTD 11-93 10125195 • . ::25 -143 :. . :::25 -38.7 : : SSTD 11-93 11/02/95 • • .. 2.1-7492• ... • • Miles Laboratories NB 589 -631 SSTD 11-93 12/12/95 Polymers Division ASTM D 1623 01J01f94 Ramteeh Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743-011 ASTM E 108 01-6739-062b[1] ASTM E 84 01/16/95 "frinity Engineering 7050.02.96 -1 02/14/96 TAS 1 l4 03/24196 Celotex Corp. Testing Services 528454. -2 -1 TAS 101 10p23p98 528454 -9-1 528454 -10-1 • . • 520109 -1 TAS 101 • • • 520109 -2 ...... 520109 -3 •••:•• • 520109-6 .... . 520109 -7 • • 520191 -1 TAS 101 • • • ..'.401412/99.. •. 520109-2-1 LIMITATIONS: • • • • •..• • P . •... . . . .• • ••. • 1. Fire classification is not part of this acceptance. Reform the Roof Ti Assembly for frating. ' s ® 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum under1ayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyprog their tile assemblies shall test in accordance with TAS 101. AHldt1 roof tile ere with 5. Roof Tile manufactures acquiring acceptance for the use of HANDI$TICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F` 2 MS w NOA No.: 06. 0201.02 Rapiradon Date: 0S/t01i t Approval Date: 04/13/06 Page 3 of 7 INSTALLATION. • ... • • • •.. • •. • • • . .. . • • • • • • • • • • • • ... • • • • • • • • • ... • • • • • • .. • 1. Polypro® AN160 may bt: u � resistance values with se l a y ropf tile ably having a cutest NOA that lists uplift 2. Polypto®A1i160 shall dip Ppl A[U6D.: '.' Whld in• hilh .. corresponding Placet�utbet8ti� � � Application section and the the use of Polypto® AH160 shalt proms roof assembly's Ve attachment with based hem, to meet or eliceet attachment reaiame, expietned as an uplift County Roofing Appltc�tod S ZitAb'!2'l. '° Miami-Dade tile assembly NOA .. . . . . • • • • • • data is noted in the roof 3. Polypro® AH160 goof tile adhesive and its Roofing Application Stasdatd RAS 120, �� shall � installed in accealanee with Instruction and Maintenance Booklet. Products! Inc. Polypro! AHi 60 Operating 4. Installation must be by a Factory Trained Products, Inc. Po y oam Prods Inc. supply a 1� of approved by Polity Gavin jurisdiction. authority 5. Calibration of the F dispensing equipment is required before of any adhesive. Tae mix between oft and fea "B component sloth be mined between 1.0 - 5 (A): 1.0 (B). The dispense �' shall be se to deliver 0.0175 to 0.15 pt per the as at calibration. No other settings shall be approved. 6. equ,po only. shall be applied ° ► RTF1000 or ProPack. 30 & 1 Y 90 dispensing, • 7. Polyp(AH160 shall not be exposed • • 8. Tiles must be adhered freshly to sunlight • • • • • edtttf •s s • s Polypi°. AR160 has been dispensed. y Tile must be set within 2 to 3 stingiest : • 9. Polypro® AR 160 placement and mrnitnt Details' herein. Each generic tile profile patty the shall lain ent noted � • tires the specific t . • Table I: Adhesive Placement For Foe Generic TIfr Placement Detail Tile Profile Flat, Low, Hi Profiles High Profile (2 Piece Barrel) Flat, Low, Hi a Profiles Flat, Low, Hi a Profiles LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicablta installation of this system. g code in order to Y eVSittate the #1 #1 #2 #3 Single Paddy Weight 35 17/side on cap and 24 • • .• • 1'wo pitddY. fit. per paddy Mk.., N/A N/A N/A • • • . 00 NOA No.: 06-0201.02 Exidratloa Date: 05/I0/1 Apin nvat Date: 04/13106 Page 4 et"' • . •.• • • • •1• •• •• • • • .• .• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • ... • • • • .•• ADHFSIVE PLACEMENT DETAIL 1 • .. .•• •SACLE RAM. • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06420142 Expiration Datet Approval Date: VIM 03110111 l Page 5 of 7 000000 0 0 000444 O 0 000000 • 0 00000 e 00000 000000 • 0 004000 0 000444 0 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE ' ]jP�L�AC±E�. %MENT DETAIL 2 ••• ••• • ,Ti `„WY'Y • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• • • •• es • • • • • • • • • 0 •• •• • 0000 000000 • 0 • 00400 0 • 00 *0, ••90a• • • • • • 0.00 • . • • • 0000" 0• • 000 • 0 m • 0 NOA No.: 064201.01 Ea:ph:aeon 11 05/10/ Approval Date: A Page 6 of 7 •• • • ••• • s • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 •s. ••• 401"$4 P4I'Y.• • • • • • • • • • • • • • • .••• • • • • •••• •••• • •• •••• • • • ••• • • END OF THIS ACCEPTANCE NOA No.; A6.42O1.O a sdon Date: 05110111 ,Approval Date: 04/13/06 Page 7 of 7 MIAMIO BUILDING CODE COMPLIANCE OE,ISCcO). • . . • PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • . . . ..• • • • • • • • • • • ••• NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 ••. • • • • • • • • • • • • • • • MIS DADS COUNTY, FLORIDA METRO•DADE FLAC3.FR BUIIDING 140 WEST FLAGLER STREET, SUTrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• •• • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mimi-Dade County Product Control Division (In Miami Dade County) and/or the AHT (m 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 AW 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 Navin, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Raberoid® Modified Bitamann Roof System for Wood Deck LABELING: Each unit shall bear a permanent label with the ms'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 prey by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA renews NOA 4/02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Pap 1of32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maidmur Dien Pie Fire n: SWOP, MBdiMl Eittude>7,• 75 psf ti441 • TRADE NAMES OF PRODWT4 AfittnetralitliliOR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrixna 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixT' Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated MEMOIR 5,55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test ASTM D 41 ASTM D 1863 ASTM 1227 Product Asphalt concrete primer used to picanote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for fleshing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 • ASTM D 3909 ASTM D3672 ASTM D 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with n�eral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Eaplralion Date 11 Approval Date13 Page 2 of 32 • . ... • • • ••• •. .. • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • Membrane Type: SBS Deck Type 1: Wood, Ndo -g sul : • :: • .' .... .. • • • • • .... • • • .... Deck Description: 19 /32" or greater plywood o' wood plank' System Type E-2: RI.JBEE-4-011.!)!ll:ftftrilecle.yntatt, Vase Sheet mechanically attache AU General and System Limitations s 4Ery :.1 ... Anchor sheep GAFGLAS® #80 UltimaTM Base Sheet,' RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a miniumm 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in 810 mapping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat We1dim Granule, RUBEROID®. SBS Heat We1dTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type W asphalt applied within the EVT range and at a rate of 20-40 lbs sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed Maximum Design Pressure: * Membrane may also be installed parallel to the slope of the roof (Le. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofing,Applicatmr Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03-0501.02 Expiration Date: 11 Approval Date:10123/03 Page 30 of 32 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with P %4 and t%►'m 6 /Tared as a mechanically fastened base or anchor sheet. • • • • • • : • • • • .... • .. . • .... 2. Minimum V" Dens Deck bt %1e Vgnisegiboattl,it ecbeeptable to be installed directly over the wood deck GENERAL LIMITATIONS: • .9. • • • • • ••• • • • • • 1. Fire classification is not p st'oi t1is'ac tinde, ogee to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachwent. When applied in approved asphalt, panel size shall be 4'i 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base shed 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 systans shall be limited to a maximum design pressure of -45 pal. 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 tie maximum design value listed within a specific system. Should the fastener resistance be lees than that required, as dMermined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant fluty 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 career areas shall comply with the enhanced uplift press:Re requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this won is specifically referred within this NOA, Gemzral Limitation p9 will not be amble.) 8. All attachment and sizing of perineter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones Cr e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this imitation is specifically referred within this NOA, General Umltatiou #7 will net 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: 03IISOL02 Exphration Date: WOWS Approval Date:10123103 Page 32of32 Florida Building Coda Edition 2002 V Hurricane Zone Uniform Permit ; • I cation Form. Section A (General Information) Master Permit No. Contractor's Nacre Job Address Process No. Ir<cLwokiel< 95-i"hSf ROOF CATEGORY ,f , ❑ Low Slope ❑ Mechanically Fastened Tile i Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof iRe.Rooflng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1L10® 300 1700 Section 1311100: Plan) Sketch Roof Plan Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 ■em■■M m1 ■g■#■ #m■ ■■ ■11!!■■■ ■!■mmlmm■m!1 ■m!■ #gm■ ■■! !! ■mm ■mm m1 m#m o■■ .#!■■ m■ EmC# m1m# EmEgEmE#■■ 1■■■■■!■m#■ mm# m■■ Emm ■■! ■■#o1 #■'mEE'mmmmmumCEmmmummi 1!1 ■ m 1111 ! ! 1181# ■!m1# ■m■ ■ ■■■mm! ■o■■■ ■m #!g ■ #1■ mmmE'mm ■m mmEmmm 'mmmmmmmm'mmmmm'Cm'mmmmm:1 mC1m' CCCCr'i'CC ■ ■EI"r'CCCCCCCCI'■�'r : 1 !m1 ■mEm■■■ ■gm ■m ■mm mrm ##■ m#■ E■ mm■■ mzi mmmmmm ■ ■ ■ #mm ■ ■ ■ ■ # ■m ■■!■� #! ■# ■! ■ ■C 11111111111 mmmmmmmmmmCEEmmmmC' CCCCC:C 1rmmm 'mmmmmm'mmimmummmlmmmmCm'm: ■m mom Emma E gm■ #m■mummm ■memmmommm #lmmm mmomglmemmmoomommoom #m#mmll!■■ m #1 m#!!■■#!■■■! mm ■mlim ■! ■! ■#■ ■.memoermmm #■11 1 mmmomm!!■ ■ mm1 ■■ ■m #■mpmlmp ■NUmm1! ■ ■ ■■ ■■m■ ■m# ii■mm ■m ■!#1■!■ ■1 ■rm#ril■■1m■■■ m ■r #m ■■■1 ■ ■ ■ ■ ■■ m!! ■ ■■ ■!1 ■ ■!g ■ggl. ml1 #..0 #! ■ #.m ■! #.m ■ mum ■mm #g# ■##!■#m ■r;mmmmml. #mm ■C■■ ■p ■■ ■ ! ■o■ ■#■m #11m11m! ■■■ ■ ■!m m1t■ 141■ #■ ■C■■■ ■111/ #1C1r o!■ ■m ■ ■■■■m■p ■1 mmummmmmlC'mmilomm mmmmmmCC'C1e;1.mimm1m■ 1m1##1■g■ ■■1 ■mmii ■■ ■C■ mmm■1■■■■ C C ■■!1_•.0 1 ■C1 ■E! #C ■! ■! # ■C ■ ■.C.. # ■1 ■ ■i' •1111 ■1 ■1 mE Cm 'mmmma mg.��r■ r■■ ■.m..#mm■ms, A 1gm mm ■■ m■■1#■ ■m■ r,m ■C#■■ 111gm ■gimp • ■ ■■ um m■■■ gmm..1. ■#■mg!# . ! ■■g■##■gg#gC■■!omlmmruuuuuum m ■■ ■m C #g#■!# CECgO ■i.& L1 ■ #mgM1g ■�■CEEEm ■CmgEEg ■g1g #gg ECCCC:C: CC :CCMCmom m I'mmm'mmmmm'C■'mmm pie!.m 'm m: mm ■ C "!m mmmmmmmE ■ ■ommmo ■ ■Emm ■. uuE i1#mmg ■ ■■#C ■ ■C #1■ mm■ #Em gEg1E!#■ m■ mmmlm# mEmmmmmm mmmumm■ ■Cr■.. ■ ■C■ ■m ■#mmm p 1C'Cmmmmmmmm'mmmmEm :mm'E m'm■ m: C•CCm1Cr"'•C mmm'mmm'mm ■: •:lmmmmm'mmm•CU: im'E"'mm'm'.E.'mm C MISA E MIMEEWM !.I iCum■1mC1m■mm■1>. il:a` -_I■ ■■ ■ ■■111 ■ ■■ m �1 g# !!## ■ #1# ■ m# ■ ■m_� /1 ■##mm■ # ■mr, r _•r■ ! ## #■ i'C EEmC1m■CC# 1..�i!iE #1 ■# 1E ### #1m ■# i■g:mo■##mm■#■mummmr•r .� m■mUEU #Em ■m' m E■ ■mm mm#gmOMM6JU ,mSU MU:C CME000uummmm.■N mmmmmmmmmmmCEC a nMUMEmm mam mummomEE m!m #■ ►mmmo ■■ #Mm..: ■ #mg ■!!!■ LIi■ ■ #g■ ■gg ■g s r #111■■ ■ ■ o' ' mm■' ��mCm C "mm� %m rwpm mE' #'mmm E .m....mmmmm ... m "'mE'mm'm ill r ''mm' mm.....mmm• •mm...." ....... ■1m■ ■.....gem. ■..... E ■mmm! ■m ■ ■mg 1 Iu 'm ■' ■■-lomp m #G.. mrmmmmmosCmmmmm m "CCmmm! Emc -mr'm mmr'm'm'mmm CCCCC m giM m mo msaCmmums m "MiroeC:'CEmp mmommoECmECC'mmummic . um...I..L.....u.... C g Ran gCC . ■ gm \ \�mg ■ .m ■1■ �■ 8111411911841118111111:41111 m m■ ■� ■ ■E■ �Epmmm.. E /" Cm: Smm .:mmommm.......'.:Emm.. lmamr .m mmammo M Cmlg►� ■ ■.► ■ # gm ■m ■ C ■g#■mg g 1■ Cgm #r# . *muu1■■ ggr mIUE m 'I "':.El......0 u.u. ■■mm E`'`CCCC'mm...u.C"Em' �1 ui ia'mm'mEEmm' 1111181181111 1 EEC Cm �4�rrYl�cmmmrm.., mr!mG..u.G.p�,m- m ■ ■■mmrmmmmlmm. IP IU m ■■1 ■. C e�1# C �aC C C1 �' 111111a111111111111:111111111111111:1: CCCC CCC 1 g $Em mi_.mmgmm�'mm mu�G Imgg� II Ismi i p rraiimmmmCGCM■ g 1 ■ ■ m ■# uug # ■ Ir#m . � � . iriri�■ rrriisattmeeili #mplm ■mlltm�mmCp 123_01 -48 5/03 PAGE 2 . • . , ! Q. TA' 1 t t .n Florida Building Code Edition 2002 h V Hurdane Zone Uniform Permit . Form. Section C (Law. Sloped Roof System) FM In Specific Roof As&emblyComponents and Identify Manufacturer 'We component is not used. `NA') System Manufacturer b r NOA No: • .03 —65o1 I QA . Design Wind Pressures, From RAS 128 or Calculations: • • Pmaxl;wr J ?Pmard• • I I 3Pme is 13 I 1 I esigri qcm the BpedNc NOA . SYstern: >4, Deck • 1Ajoo d�� Type; • • GaugetThidmess: •514 Slope: 0 Mchor/Base Sheet & No. of Py(s); i Fastener Spacing forAnchorBase Sheet Attachment Field: _:.!_.• oe a Lap, # Raws ` ^ gait*. . .. Perimeter. yyv ' co ® Lap, M Rows± o b • oo Comer: L' oo a Lap, # Rows ' 0 ' oc Number of Fasteners Per Insulation *Board Field Perimeter Corner • Illustrate Component& Noted and Details as Applicable: • Woodbbdchng, Gutter, Edge .TenNnatlon,• Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, \,b •e Coping, Etc. ip•: Mean Roof Height, Parapet Height. eel Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spadng or Subrn t Manufacturers Details that Comply with RAS 111 and Chapter 1e. Insulation Base Layer Base•insulatlon Size and Thickness: .- Base Insulation Fastener/Bonding Material: Top insulation Layer, • . Top Insulation Size and Thickness; Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Py(s); Base Sheet Fastener/Bonding k'Material: Ply Sheet(s) it No. of PPrl (s) ' 44't`i Ply,¢hsFhastepfiret/)3onding Materiel: ((�� -- !!"" Tap Py:6A F FR Mo a 1T i ed Nium f irio AF F1 odV 81 +‘Lmen 3jr;3 e v cite w' bergl ,�#'�5 basic sh ToMst it rding Material: . Surfacing: (4=r RCS jai-e Florida Building Code Edition 2002 H' • h Veto - Hurricane Zone Uniform Permit .. lic ation Form. Section D (Steep Slowed Roof System Roof System Manufacturer: n et- Notice of Acceptance Number:, OA- 1 c O 5 9 0 r% Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: IV 16 Pmax2: 10011, Pmax3: 1 0D i b Maximum Design Pressure f �' S (From the NOA Specific System): t� Method of tile attachment,, Po I y Foam Ah es i ve Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: )%17 Type Underlayment: Insulation: X30 Fel f Fire Barrier: Ridge Ventilation? IV/Pr Mean Roof Height: 1 I NHt Fastener Type & Spacing N / /g1( iS,ail5 4lan�i0 L covvW Adhesive Ty �W as�hc�l -i•" ype Cap Sheet Roof Covering: M©hk•erGvrL col •Type & Size Drip Edge: P4CE 3 of 3X3 wh i-e Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Mettho 1 "Moment Based Ti e Calc Iatious Per RAS 127" (Pt: Ib x X dtJ1= .. - Mg: 1 t5 = M,1'1i j NOA Mr 66r5 (P : I 1 ♦ x X ,_. ' _ ,. W - - Mg: • I = M,1117 , LJ NOA Mr (P3: h I . x X ' = . 0 - Mg: $ t ci = NIA, r P3 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment or Resistance (Mr) From Table Below NOA Mr - Mr Required Moment Resistance' Mean Roof Height -la Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x 1: x w: = ) - W: x cos B• = Fri: NOA F' (P3: x 1: = x w: = ) - W: x cos B. = Fn: NOA F' (P3: x 1: x w: = ) - W: x cos B. = Fq: NOA F'_ Where to Obtain Information Descri • tion Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Tab le I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height It Job Site Roof Slope 0 Job Site Aerodynamic Multiplier >L NOA Restoring Moment due to Gravity Ma Mr NOA , NOA Attachment Resistance Required Moment Resistance M, Calculated A•linimum Attachment Resistance F' NOA Required t pIift Resistance F, Calculated AverazeTile Weight W NOA Tile Dimensions :I= length .w= width NOA A11 calculations must be submitted to the Buildine OlTicial at the time of permit application. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Po_ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Tti 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. im 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may c • use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. eft 7. Ventilation: 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 consider additional venting which can result in extending the service life of the roof. edi Owner's/Agent's Signature 1/1 GOA / /c)7 Date Contractor's Signature G�IAMI.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S Monier Lifetile, LLC 135 NW 20`" Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Spanish `S' Concrete Roof Tile 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 consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish `S'Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Spanish 'S' Tile Trim Pieces 2.1 SUBMITTED Test Aiencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Dimensions Specifications 1 =18" w = 10 3/a" min. W' thick 1 = varies w = varies varying thickness EVIDENCE: PA 112 PA 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94 -084 94 -083 25- 7183 -4 Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 2 of 5 Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LINIITATIONS Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 224 -47099 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck . requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 3 of 5 1 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -t (ft) Width -w (ft) Monier Lifetile Spanish 'S' Tile 9.64 1.5 • 0.865 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft ) Direct Deck Application Monier Lifetile Spanish 'S' Tile 0.259 Table 3: Restoring Moments due to Gravity - MQ (ft -Ibf) Tile Profile 3 ":12" 4 " :12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 .#8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.31 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average weight per patty 8 grams. NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.7" 3 Large paddy placement of 63qrams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment 'Resistance Monier Lifetile'Spanish'S' Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES MONIER LIFETILE SPANISH `S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date :01 /02/03 Page 5 of 5 M 1NEA MIIDADE 14111.DING. CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUI'1 E 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be iz d in /flw:1i Bade Cuunty and ,utter ah'a.c where allowed by the Authority Having Jurisdiction (AHJ). '1 his NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bex apermanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change. in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zulcaga, RRC. NOA No: 03 -0501 .02 Expiration Date: 11/06/08 Approval Datc:10 /23/03 Page 1 of 32 . ROOFING SYSTEM APPROVAL Category: • Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product CAF Asphalt Concrete Primer (Matrix1`{ 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix'?" System Pro Aluminum Roof Coating Fibered 301) GAF Ietblack All Weather Plastic Cement (Matrixm Standard Wct/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultima'n" Base Sheet GAFGLAS Flex PIym 6 GAFC.JLAS Ply 41) GAFGLAS®Mincral Surfaced Cap Sheet GAFGLAS® STRA'I'AVENT® Eliminator Perforated Dimensions 5, 55 gallon. 60 lb. Bags 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 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 MineIal.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM 1) 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM 1)4+61 ASTM D 2178 ASTM D 2178 ASTM l.) 3909 ASTM D3672 ASTM D 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with inineral granules embedded in asphaltic coating with factory perforations. NOA. No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GA1=GI.AS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBSHeat- Weld7m Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - WelciTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Hcat- WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROI) MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 871bs. 39.37' (1 meter) Wide. 39.37' (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type 11, UL Type (32 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 A ST M D 5147 ASTM D 6298 ASTM D 5147 ASTM 1) 6164 ASTM D 5147 ASTM D 6164 ASTM 5147 39.37' (1 teeter) ASTM. D 6164 Wide AS1'M D 5147 39.37' (1 meter) ASTM D 6222 Wide ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet 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 not coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SI1S- moclified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester nut coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester that 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 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03- 0S01A2 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170H TORCH R uberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLADO SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTm System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle-MateTM Undcrlayment Tile -Mate Modified Base Sheet Diinensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 teeter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons 100 lb. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D282 4, Type I ASTM 1)312, Types I, II, III and TV ASTM D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface IIeavy 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. SBS modified asphalt base sheet reinforce with a glass fiber mat. 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.i Woven fiberglass mat coated with Polymer modified asphalt 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SOBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and iuterply sheet reinforce with a glass fiber Mat tile underlaytnent. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10 /23/03 Page 4 of 32 Product -Tile-Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat M13 +(Matrix 715 MB Coating) WeatherCoteTs (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SI3S Adhesive (Ruberoid®MB) Matrix 201 System Pro S13S Flashing (Ruberoid®MI3) Matrix 102 Select S13S Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBPROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. Test Specification ASTM I) 5147 ASTM D 5147 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 1)3019 5 gallons ASTM 03019 5 gallons ASTM 1)3019 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM 04586 5 gallons 5 gallons 5 gallons 5 gallons Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. 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. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM 133019. Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM 02824, Non- Fbered. Aluminum pigmented, Type I asphalt roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 5 of 32 • APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N • (BMCA)GAFrEMP© Fiberboard GAF I EMP® Permalite GAFI: EMI' GAFCANTTu GAFITMP Permalite Recover Board GAFfEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTF.MP ®fHigh Density Fiberboard 13MCA EnergyGuard, RA BMCA Composite EnergyGuard, IRA PYROX White Line ACFoatn I, I1 & Composite ISO 95-t ISO 9.i+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/I.Jrethane Composite perlitc Insulation Dens Deck ENRG'Y -2 & E'NRU'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insulation. Fiberboard insulation. Partite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum hoard Polyisocyanurate foam insulation Manufacturer (With Current NOA) 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 Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23403 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation . Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation 1. GAFTITE® (Drill-Tee OD) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill-Tec ®) ASAP 3. GAFTITE® (Drill -Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 Sr #15 7. Dekfast Flex Plate 8. Dekfast Lock Plate 9. #12 Roofb ip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 13. Glasfast Fastener . TABLE 3 Product Description Insulation fastener for steel, wood ►X: concrete decks. • Pre-assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polyptopylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/z" GAF Materials Corp. 3" and 3'/:" GAF Materials Corp. Construction Fasteners 2 7/8" x 3 1A" 3" x 3'A" 3" round 3" square 3.2" Inc Construction Fasteners Inc. Construction Fasteners ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. johns Manville NOA No: 03- 0501.02 Expiration Date: 11 /06108 Approval Date:10/23 /03 Page 7 o f 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru-Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. FI. IRTofS.F1. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZSO steel plate ' Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift 1'A 114 GAF- 020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOS) Olympic Manufacturing Group, Inc. OIympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" found Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Description Unite FMRC 1996 01.01.96 J.I. 1B9A8.AM 09.04.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11 /06 /0S Approval Date :10/23403 Page 8 of 32 Membrane Type: SI3S/SBS Cold Applied Deck Type 1: Wood, Non - insulatcd Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, Rt1BERO1D Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Heat- We1dTM Smooth or RUDEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 40, GAFGLAS Flex 1'lyT "r 6, GAFGLAS 11'15 Base Sheet or any Options: of above Rase 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 40, GAFGLAS Flex Plynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximutn Design Pressure —45 psf; See General Limit: tion. #7) GAFGLAS Flex PlyTSZ 6, GAFGLAS #75 Rase 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 #75 ase ' eet or any o a ove Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GA /71TE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri Il -Tec (GAFTITE) 412 or #14 Screws and 3" Plates, 8" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the Held of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS 4180, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs.!sq. NOA No: 03-050:J.02 Expiration Date: 11/0 46/0S Approval IDate:10/2 j /03 Page 26 of 32 .Membrane: Surfacing: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mon 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traC1adT f SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROIU® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 3001b. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 3. GAF Weathercote M[3 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03 -0501.02 Expiration Dale: 11/06/03 Approval Date:10,233)03 Page 27 of 32 Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid@ Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat- WeIdmi PLUS FR, RUBEROID® SBS Heat We1dmi 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat- Weldim Smooth, RUBEROID® UltraCladTM SBS and RUBEROID® SBS Heat- Weld=M 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 IbJsq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat° Emulsion at 3 gaL /sq. (Torch Smooth applications only) 3. GAF Weatbercote@ MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gaL /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gaL/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations 'shall apply. Base sheet: GAFGLAS #80UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dT"r Smooth or RUBEROID SAS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply''"' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAL -71TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1ymi 6, GAFGLAS #75Base 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFI'lTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above. Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Shcet or any of above Base sheets attached to deck with Drill - fec (GAFTIT.E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RU13EROIl)® 20, RUBEROID SITS Heat- WeldrT' Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA Nu: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 28 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum a /4" Dens Deck or 1/4 Type X gypsum hoard 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 he 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 fur insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., 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 shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard [LAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and siiing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Rooting 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 he 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 #1 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 32 of 32 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Pose Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers partite, glass fiber, isocyanurate, urethane, perlite /isucyanu rate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of lype G2 or 63. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. ruin. Base Sheet (Optional): One or more layers of Type 61, G2 or 63. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, Isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or mure layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gat /sq. 9." Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. . min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or Inure layers of Type G2 "GAFGLAS 475 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 incline: 1/2 Insulation (Optional): One or more layers perlite, glass tiber, 3/4 in. . min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", `,.. hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ", hot mopped or wechanirally fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or ". ;GAF Weather Coat Emulsion at 3 gal /sq. ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU)•— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Pty 4" or "I'ly 6 ", hot mopped in place. Mernbrane: " Rubercid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocy.nurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in plare. Joints offset 6 in. Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGI AS Ply 4" or "Pty 6" hot mopped mr place. Membrane: "Ruberoid Torch FR' (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood tiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 475 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq nr GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15 Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Street: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. • Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). . Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hat mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of elpe 6 -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "R:theroid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): Orre or more layers of Type 6-2 or G -3 base sheet, hot mopped or mechanically fastened. Pty Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 lass fiber, Insulation (Optional): One or more layers of perlite, g. isocyanurate, urethane, perlite /ism. yanurate composite or phenolic, any thickness. Base Sheet: One or more plies 1.1 or G2, hot ainopped or adhered with Karnak Chen at Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: (Inc layer of "Ruheroid Mop FR" or "Ruberoid Mop 170 ER" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Coating at 1 -1/2 gal /sq or LOOK FOR MARK ON PRODUCT 200 16:24 .FROM -ABC SUPPLY 048 23/01 HON 13 :08 FAS 954 578 1042 'RO 561 585 4657 T -779 P.001/008 F -280 POLTFOAM PRODUCTS, INC. 002 ON c • NOTICE 'olyfoam Products, Inc. 400 Spring- Stucbner Routi spring ,TX .77383 -1132 'our Application for. Notice orAcceptanee ("NOA) _of: 'ivo Component Poiyurethene Fonm Adhesive nder Chapter 8 o r the Code of Miami -Dad County governing the use of Alternate Materials and T 'unstruction. and completely described herein, has Veen recommended for acceptance by the Miomi -D e� ounty Building Code Compliance Office =CO) under the conditions specified herein. his NOA shall not be valid after the expiration dote stated below. roduct or material at any time from a jobsite or manufacturer's plc t for qua ty control testing. 1F this this roduct or material fails to 'perform in the approved manner, BCCO may revoke, modify, or suspend the se of such product or material immediately. BCCO reserves the. right to revoke 'this approval, if it is etermined by BCCO that this product or material Fails to meet the requirements or the South Florida uilding Code. PTA MIAMI•DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING DUILDINC CODE COMPLIANCE OFFICE ML'1BtO.DAD FLAGLUR IIUIJ.DINQ IAO W5ST -F ,AGLCR stRger, SUITE 16o3 (3asj 773 29i0I8MX A 0 S3) 31302 IS0O 0 • CON'rRMc TOR t.ICENItt ,Ja si;<'I9t'1NI (3051379-2527 FAX (305) )7S-USN cnr(t11Ar: lrok ENFQRcthtiuvT IrlviSrotv (305) 3754946 PAX 000 375 3Uua PRODUCT COM O,. DIVOtiON Ousi773-2002 FAX (305) 372.61ay he expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE' NO.: 0101-0 EXPIRES: Q5/10 2006 lIIT, STHE COVRRS1•IEr.T Raul Rodriguez Chief Product Control Division S f)I t F.S Fi),,FsELcAlinsidmItA CONDITIONS nl" & PIZOnt CT REYTF.\V COMM1T'TEr 11U11.01NG Cn application for Product Approval has :ode and Product Review Committee to be brill above. 1Pi IOVi D: 06/14/211f11 iC' 1: O0.0I�c:i�D�ilternpi:icalnouce Icvpante co.or wta,doi been reviewed by the BCCO and approved by the Building used in Miami -Dade County, Florida under the conditions set MAR 242 1 nncitco J.':Quintnna. R.A. 15ectikr Mmmi =Ond County fluilding Coin: Compliance Office 16:24' •FROM -ABC SUPPLY 048 I MON. 13:08 FAS 934 578 1042 lamp Products. Inc OOFiNG ASSEMBLY APPROVAL. ono= Roofing th- Categnrr Roane Adhesive olefin's; Polyurethane 561 585 4667 T -7T9 P.002/008 F -260 POLYFOAY PRODUCTS. INC. ACCEPTANCE No. ; 01 -11521 Q� Approve' Doti .Inns 14.2110 Expiration Date Ma MUM SCOPE This approves Polypru4 All l60 as manufactured by Polytuatn Products. Inc. as described in Section 2 of this Notice or Acceptance. Por the locations whene the design pressure requirements. ns determined by applicable building code, does not exceed the design pressure values obtained by ehtet Taiions ;n compliance wttfi Rooting Appl3catrOa Standard RAS 127, for use with approved t1at, low, and high profile roof tiles system using Polyproe AN 160. When the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCT DESCRIPTION Manufactured by Test Product • Annlicant nimeaninna Sper illei.tlnu1 Description Polyprot AN 160 N/A PA 101 Two component . polyurethane FoamproQD RTFI 000 N/A Dispensing Equipment ProracklL 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dndc County Product Control Accepted Roof Tae Assembly having a current NOA which list uplift resist:lncc voluci with the use of Polypro A11160 roof tilc adhesive. 2.2 Typical Physical Properties; Property Tem Density ASTM D 1622 Compressive ASTN1 f) 1621 Strength Tensile Strength Watcr Absorption Moisture Vapor Truism ission Dimensional Stability ASTM D 1623 ASTM D 2 127 ASTM t 96 ASTM 1) 2126 Results 1.6 Ibsj(i' 111 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel lo rise 0.08 Lbs./Ft22 3.1 I'errn / Inch +0,07% Volume CI :iqc rr -4I00 17.. 2 weeks *6.0% Volume Chan 1Iumiiliiy, 2 ;v e .gin f1 : " A14°--01011v.". l >7nk Zulongn, ItRC Product Control Ex. mincr fdJ 003 6:25 ' FROM -A8C SUPPLY 048 - LION 13:09 'FAX 954 578 1042 561 585 465T 7-779 P.003/008 F -260 POLYFOLY PRODUCTS, INC. _ tdIUUo ;lvTdnm Products, Inc. ACCEPTANCE No.: 01- 0521.02 me: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing yartation. LIMITATIONS • 3.1 Fire classification is not part of this acceptance. Refer to the Prepared RoofTilc Assembly for lire rating, 3,2 Polypro® AI.1160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard IZAS 120, 3.4 hoof Tile manufactures acquiring acceptance for the use of Polyproe) AH 160 roof tile- adhesive.with.theic ate assemblies_shalltest in accordanec.vvt.th.PA_101... _...._ _. 3.5 RoofTile manufactures acquiring acceptance for two paddy placcment.with the use of Polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, _/ W F MS INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall bc applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polyproa A14160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted-in the roof tile assembly NOA • 4.3 Polypro® AH160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall bc maintained between 1.0 -1.15 (A) : 1.0 (A), The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration, No other settings shall be approved. 4,6 Polypro® AI-1160 shall be applied with Foampro IC1171000 or ProPaci;® 30 & 100 dispensing equipment only Polypro® A1.1160 shall not be exposed permanently to sunit F raa:Zulo3ga. R.RC Product Control Examiner .6:25 s FROM -ABC SUPPLY 048 NON 13:09 FAX 854 378 1042 tYfo:tni ?!oducts. _ipS. 561 585.4657 T -779 P.004/008 F -260 rULMAX rltu &ut.Lo, aro.. ACCEPTANCE No. 01*o521.4 4.8 Tiles must be adhered in freshly adhesive. Tile must In set within 2 to 3 minutes after Polypto® AH160111ts been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, Table 1: Ads wive Placement For Each Generic 'file Profile . TileProfilc Plucemtent Detail - Single Paddy Weight Min. (groins) A Two Paddy Weight per paddy Min. \Friiinall. Flat. Low, jh Profiles #1 -fit .a..:._ r + 33 I...I1Mdc ort cap.nnd < 34 /pan N/A :.., U_ 141A- w-- -.. High Profile (2 Mice Barrel)._.._ Flat, Low, High Profiles i12 24 NIA ......" Flat, Low, High Profiles 1 13 8 LABELING All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, crank Zuloaga, RRC Product Control Examiner 4 9:25 FROM —ABC SUPPLY 048 561'585 4657 HON -i .o9 FAX 954 579 11.142 ruLtFU I r10V11UV1'3, rl.. vfo:►n tts, Inc. ail Moupa prank ,Yanoau 7-779 P.005/006 F -260 two vrw ACCEPTANCE No. : aims ADHESIVE PLACEMENT DETAIL 1 SINCLE PATTY hop wwgh *ilk nasal pw+,rasstann Ezra Cava INT:1411fr '44..4 44%11111111° e,.. eaera yol_ip., rasa, 4,144 1: 0•00. tows tan cane a*: Amp 1 la own. ugh plink Causal Hear 71 Plana 10 q M1 inky b sehkve 17 I* 77 Win Wawa Ia ea.Iaeyq w pm Me 71 Tom vacua u4ka1 Own. We van,M 16k 111 kt. Iranswam a0pa al ever Ya NA "Ira Ow Ilk uw.rl,7nrnt was WAG appro. 4 k go II OMWI M, el tM th4 car& Nee Mi. Oil u Yawl ININ el ran tuaa.1MWI WI al d pan aaa, aa.0 *,s an Maruran% tin ;cow, Inuwlaors) Frank Zuloaba, RKC Product Control Examiner 5 ; F80M4l6C SUPPLY 048 561 585 4657 1-770 P.007 /008 F -260: ION 12:10 FAX 854 578 1042 POLYFOA51 PRODUCTS, INC. >1n�„Prodiith. Inc. vgh plash c mctd ACCEPTANCE No, 0 - 52 . ADHESIVE PLACEMENT DETAIL 3. DoUULE PATTY Sin4 ?� piddy under Idi. S'►a" paddy b,lv,een IDs 1 k e 1 In, mnuni oho pinkly Obi Course only KU Vint Stile �h 3; I under Ole @eddy on n1 Single 1lddyen under. laymen! 3 Ina 3In. d In. t noddy p of tile Endo %%photo env clam. OtIp edv, Nall Intouah plastic semen! SIngD paddy on !op of No Fan Claim Eris Courx Frank Zulona, 14-RC Product Co,urol Examiner • 1:25 ' FROM-ABC SUPPLY 048 VON .13: iu FAS as4 a•ro 11192 yfolltn rodncts. '2►c. 561 585 4657 . ruLsrunra rnuuuUs./, 4,11%..• T -778 P.008/008 F -260 ACCEPTANCE No.: 01457 1.01 Renewal of this Acceptance (approval) shall bc considered eller n renewal application leas been tiled and the original submitted documents, including test - supporting data, ungintwfing documents, arc no older than eight (11) yes, Any and all approved products sludl• be permanently labeled with the manufacturer's name, city, • state, and the following statement: "Miami- Dadra County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance, Renewals of Acceptance will not be considered if: There ILZS been a change in the South Florida Building Code affecting the evaluation of this .product and the product is not in compliance with the coda changes. Thu product is no longef the Stine product (iddntical) as the one-originally approved, c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. . d. The enginecr who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. • My revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fitting of a revision application with appropriate fee) and granted by this a. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in ndvenising literature. If any ponion of the Notice: of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance ns well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for terminnlion and removal of Acceptance. Ibis Notice of Acceptance consists apses 1 through 8. END OFTIIiS ACCEPTANCE Prank Zutoap, RRC Product Control Examiner