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RF-08-569 4 � Inspection Worksheet ..a Miami Shores Village 10050 N.E. 2pd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 r ';� -- '- •..' =`� as � � �`a z r - R. Inspection Date: 08/2712008 Permit Type: Roof Inspector - ' Yl ° n - d "_/ Inspection Type: Final Roof Owner: WROY, MARIE MYRTHA Work Classification Roof - New Job Address: 374104 Street NE Miami Shores, FL 33138 -2018 Phone Number Parcel Number 1121360130170 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments TEAR OFF OLD ROOF TO WOOD DECK, TIN CAP 30 LB., MOP 90 LB., INSTALL TILES. FLAT ROOF TIN CAP 75LB. MOT 2 PLIES OF PLY 4 MOP CAP SHEET 8 2 8 2000 Inspector Comments Passed cc 27m-®8 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, August 26, 2008 Page 2 of 2 Na 1401 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT*INN0VATJ0N* INnGMTM 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 ---------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: L � ERA ,a d ) Pe # 4_b e- � &W' Job Address: P-L U24 e - - r : 4 M i AaA i '5 f' Roofing Contractor: - �- Type of Tile: 0 lam( - A ate Installed I-2-1-0k Approximate Roof Height: feet `j a 1 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 0 ft Require Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: _ - co ---------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Location 000 0 6 1 fTe ' =.' �r I=' ';T# t�sm Ip11fk Ptri1 t (' err Test lemon:; itp�litt rsult fiestP ,F} 1 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 Be 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 1 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: Vinayagar M. BalaMshnan V. P. E. Lic# 63107 Miami - Dade Lab Certification # 07 0612.11 State of FL Certificate of Authorization # 27273 !!!!!!!!!!llonn!!!! INSmo!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! N!!!!!!!!!!!!!!W!!!!!!!!!!!!!!! !won !!!!!!!!!!!!!!!! !WON M- !!!!■ !!!!!!. !!!!!!!!l!!!!!!l_ NMI '' Fd;AIlo!!-l-k l MEN !!!!!!!f!l l l�►i'�!� �� mrs., Its !!!!!!EMN ,A l l , MEM !!!!! !!a!!!!!!!!!1!!!!!' "i!!!1l!!l !!!!nl IFIRAM !!!!!!!!!!! LAHI MI!!IV!!! son on 0 !!!�!!�!!�ll��l�! mass MEMBER Fi,lolr �YfEfEl� /k"[i�i'i Im i ], 0 IMMEMEMEMEN Nunn Inspection Worksheet s� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .::....:.:.. .:.:.......::.:... : Inspection Date:. 8- °� Z. �1�� Permit Type: Roof Inspector: Grande, Claudio J'U'L 3 1 Inspection Type: Tile In Progress Owner: WROY, MARIE MYRTHA Work Classification Roof - New Job Address: 374104 Street NE Miami Shores, FL 33138 -2018 Phone Number Parcel Number 1121360130170 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS I NC Phone: 305 - 751 -0382 Building Department Comments TEAR OFF OLD ROOF TO WOOD DECK, TIN CAP 30 LB., MOP 90 LB., INSTALL TILES. FLAT ROOF TIN CAP 75LB. MOT 2 PLIES OF PLY MOP CAP SHEET b� Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 25, 2008 Page 1 of 2 e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .......... ......... . Inspection Date: 05/02/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: WROY, MARIE MYRTHA Work Classification Roof - New Job Address: 374104 Street NE Miami Shores, FL 33138 -2018 Phone Number Parcel Number 1121360130170 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS I NC Phone: 305- 751 -0382 Building Department Comments ®% TEAR OFF OLD ROOF TO WOOD DECK, TIN CAP 30 infraction Passed Comments LB., MOP 90 LB., INSTALL TILES. FLAT ROOF TIN CAP TIN &ACEING True 75LB. MOT 2 PLIES OF PLY 4 MOP CAP SHEET 'L Inspector Comments Passed Failed �1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, May 1, 2008 Page 1 of 2 S SA"" Ima �Y 10050 NE 2 nd Ave "e 604; . Miami Shores, A 33138 Phone 305- 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit# y- dS' --5 DATE: 3 -31 -2008 INSPECTION AFFIDAVIT I Carlos A-o , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 000017889 On or about Y-- a /'0 , 1 did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 37�f (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 1 day of ,° .• e� p?� V, y Notary Public, Sate of Florida at Large 6° °• �� m_° Sa , Og)� y e• S � 'avr N : *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to mal�� ® �' • \ n. ® ® ®j ATE Of ® �a® Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck'0 inspection Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (306)756-8972 ..... i1q Inspection Date: 05/0212008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: WROY, MARIE MYRTHA Work Classification: Roof - New Job Address: 374 104 Street NE Miami Shores, FL 33138-2018 Phone Number Parcel Number 1121360130170 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-751-0382 Building Department Comments TEAR OFF OLD ROOF TO WOOD DECK, TIN CAP 30 LB., MOP 90 LB., INSTALL TILES. FLAT ROOF TIN CAP 75LB. MOT 2 PLIES OF PLY 4 MOP CAP SHEET Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, May 1, 2008 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 - 00004. Phone: (305)795 -2204 Expiration: 0912912008 Project Address Parcel Number Applicant 374 NE 104 Street 1121360130170 Miami Shores, FL 33138 -2018 Block: Lot: MARIE MYRTHA WROY Owner Information Address Phone Cell MARIE MYRTHA WROY 374 NE 104 Street MIAMI SHORES FL 33138 -2018 Contractor(s) Phone Cell Phone Valuation: $ 21,00 QUALITY ROOFING CONTRACTORS 11 305-751-0382 -- Total Sq Feet 3517 Type of Work: Re Roof Available Inspections: Additional Info: COLOR THRU Inspection Type: Classification: Residential Final Roof Up Lift Report Hot Mop Tin cap Tile In Progress Nailing Affidavit Fees Due Amount Total Amt Paid Amt Due CCF $12.60 Education Surcharge $4.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Payment Type: Technology Fee $6.13 Total: $358.93 APR 5 2008 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. April 02, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, April 2, 2008 1 IW O 1 Mi ami Shores Village Building Department 10450 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305 795.2204 Fad: X305 6.8972 E APR 00� BUILDING Permit No. R 0 P� PERMIT APPLICATION aster Permit No. FBC 2004 °° ° ° "" Permit T l Type (circle): Building oofing Owner's Name (Fee Simple Titleholder) Mar i P Myrt h a WrC)V Phone # (3 0 5_) 7 Owner's Address' 374 N. E. 104 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (whore the work is being done) 374 N - F. _ 104 S t ra e t City Miami Shores Village County Miami -Dade Zip 331 3 8 FOLIO /PARCEL# 1 1-2136-013 0170 - Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor Phone# (305) 953 -3333 Contractor's Address 13800 N.W. 1st Avenue City Miami, State Florida Zip 33168 Qualifier Name Carlos Arocho Phone# (786) 367 -2020 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 017 8 8 9 ArchiteeVEngineer's Name (if applicable) Phone # Value of Work For this Permit $ 21 , 0 0 0 0 0 Square / Linear Footage Of Work: 3 4 0 0 s g f t. T i l e 117sgft. Flat Type of Work: i E]Addition ❑Alteration EINew JR Repair/Replace ❑ Demolition Describe Work: Tear off old roof to wood deck, tin cap 301b., mop 901b. install tiles. Flat roof tin cap 751b. mop 2 plies of ply 4, . • Submittal Fee $ Permit Fee $ CCF $ 1 C Notary $ `'" Training/Education Fee $ Technology Fee $ Scanning $ I Radon $ _ DPBR $ Zoning $ Bond $ Code Enforcement Double Fee $ Structural Review. $ Total Fee Now Due $ -5 I F 2008 A See Reverse side -4 OW 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 he approved and a reinspection fee will be charged Signatur Signature ✓ner o A g ent' ' Contractor See t�acPd J'v 1-0 The foregoing instrumen�`was ac owl before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of .- 20C �, by x"10 3 AffO , who is personally known to a or who has produced who is n y known to me or who has.produced s identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: `0196 IMtlbl / /B® Sign: Sign: M f ® ® Print: Print: My Commission Expires: My Commission Expires: �t rrr�9 ° "O • � esN ° ° ° "� APPLICATION APPROVED BY: . 1 / an LO Engineer Zoning (Revised 07/10/07) State of California County of _ 'bi5no Subscribed and sworn to (or affirmed) before me on this Rl zs� day of 'U reA , 20 - O F , by ✓L (r Ma- A torou , proved to me on the basis of satisfactory evidence to be the person(-s°) who appeared before me. (seal) Signatur RRYL A. CROcHU Commission # 1749818 WOfY Public - California San Die" County Come. 9 1 r a 0 - IB - APR 0 /% 1 2000 :.1 a 10050 NE 2 ^d Ave * Miami Shores, FI 33138 AEC WED Phone 305. 795.2204; Fax 305.756.8972 R 01 2110 OWNERS 'S AFFIDAVIT OF EXEMPTION -® - -� ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3- as -ok 10050 NE 2 nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Marie Murtha Wroy Property Address 374 N E 104 Street Miami Shores, Florida 33138 Roofing Permit Number: Dear Building Official: I Marie Myrtha Wroy certify that I am not required to retrofit the roof to wall connections of my building because: 0 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signa ure Print Name. State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of J" an.AAn, -"0 '*` ®.e4ARYLO�jy�''4 ee octobe s/d e i Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $3004.00, and the building wa °g6�'d " "cfed n w�►1+`�s ��° FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurrica to io% -operty Information Map http: / /gisims2 .miamidade.gov /myhome /printma.asp ?mapurl= http: / /g... F My Home k Miami -Dade County, Florida MIAMI -DADE n= Property Information Map Summary Details: NE tm51•14 Str? _..,.� - _ . Folio No.: 11- 2136- 013 -0170 Property: 374 NE 104 ST Mailing MARIE MYRTHA WROY ° Address: 374 NE 104 ST MIAMI SHORES FL 33138 -2018 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE ME f44'rH'S ,, "y CLUC: 0001 RESIDENTIAL - ��II� II I a1'll SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 h ..Living Units: 1 Adj Sq Footage: 2,213 Lot Size: 9,225 SQ FT Year Built: 1939 1iE 10 36 52 4131 52 42 MIAMI SHORES SEC 5 PB Legal 10-47 LOT 3 & W1/2 LOT Description: 2 BILK 118 LOT SIZE 75.000 X 123 OR 16669 -1965 0195 1 Sale Information: Sale O /R: 16669 -1965 Sale Date: 1/1995 t;IEifl ST Sale Amount: $150,000 Digital Orthophotography -2006 0 113ft Assessment Information: This map was created on 2/7/2008 1:46:30 PM for reference purposes Year: 2007 2006 only. Land Value: $240,278 '$200,232 Web Site 2002 Miami - Dade County. All rights reserved. Building Value: — $213,707 $188,360 Market Value: $453,985 $388,592 Assessed Value: $132,837 $129,598 zz Homestead $25,000 $25,000 Exemption: Widow Exemption: $500 $500 Total Exemptions: $25,500 $25,500 °" Taxable Value: $107,337 $104,098 of 1 2/7/2008 1:46 PM ym r . :, city Hurricane Zone Uniform RoofiTgArml Ap ` I . • • • MW z y Identify dimensions of elevated pressure zoned and locagon of parapets. i • • 111 • • i t7�f1 �f1t lr �I 1� ■■■1■■!■■■ ! ■Illli�. +w��GfiL'i►;t!!�''!�1 ■■ it ! ■ ■ ■i! ■! ■iii!■fi! ■ ■!!!i ■i! ■ ■ ■; ■ ■ ■i■i ■aii ■!Iiiai ■ ■ \` ■ii■ ■Iii! ■.■ iii ■ ■!!ii ■ ■ ■ ■ii! ■!■!R ■iii ■ ■ ■ ■ ■ ■■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■!I ■I # #! ■ ■ ■► \!1r ■' i!■■ i/' ilf li' lil ■! ■ ■ ■ ■i ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■I■! ■ ■ ■ ■ ■ ■I ■1Jltt ■ ■ ■it■ ■tit ■■ c! 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Wan ROW Height, E?axeg3r3t: :Height, �gfi#t Oi se •Fins mg,. Gornponent Mat�rldl, Ar hodBas ' 3bedt f andirig MsWWa • MaWttl T Ickness, Paslener Type Fastener Sp gig - or• tni`f'.Mart dfictiter5. i dWls that ineutatton Set* S:ayer : N i � � � f " Base.,IftuFatt r•Sike, N/A Base4neulafl ri•Fastenet gMatedots Y �� Top: #nstitatta 'Layer: FT, �" Top nest- N/A Rerapet Heicrht T'op Insutatio •Fastener /Bon ithg`M.ater'ialJ aase l sheet{ :&:N #75 Glas ba se Ba'se.Sli�eel' stettet' /Bgr�riirs •'f�iateriai: MEan Roof Ply °Sheet (s). ;d, 2 pZie$. Of Height G , f'fi)aiissti Fa. t aterlel: It 18 � ' � Top• °Pt . c .. a sheet " Top•.Rb/ Fast' i?elBonin. teriai: Type 111 mopping 5urfa6ng: i I i FLORIDA BUILDING COD — RESIDEN'IAL 44.21 HIGH - VELOCITY HUAA1614E ZONES • • ••• • • • ••• ' Flo f a .1 uIld Ing Code F-ditJon 200A Zone i' h`A . ua�ne n. iifiifcrm F'ermih o • • • • ' H • •• • e on .... . o • bo lid fa�� ifgmi •:• •.• •.• 0 00 Roof $'ystOM -' AnU%4tu. r: Monier Lifetile, LLR : 0 . Product Approval Number: 07- 1023.07 14�tlttlrrrum Des n to " * :tires, 'Ef .Appiioabt.e (F onn RI:t� 'G��' iat L;aktulat�t�s�: _ P't - 4 .P2: - 95.1 P3, - 95.1 NMaAraurrt Dss grr Prasssl 16 Product Approval Specift System: 86.61 Method - of tile ' ttarehmen : Polyfoam Product I: 8.d..9q *f ..s -t+s''m D Dl"X '�!"on Deck . per ' wood 1 X 6 y •.e Underia xmeat: Roof Slope: 301b. ASTM D226 •insuia#i. 2� 1 /2 . �� „ ' N/A f Barrier N/A Ridge Ventiiatian? has #ener Type & apaeing: n 6 `! /c @ laps 1 1/4 R/S nails & 12" o/c n / a Adhie-sive-Type: Type 111 m asphalt 901b. ASTM felt loaf Gaueririg: Mean Roof Hei ht: 13' I !' FVa4gward roll Type &.Size Drip dSe 3x3 26ga. gale. _ I • • • �1I VF�OCiT RRICANE ZONES Y h4. . .... . ...... . n veloa Y.Iqu riit en& .Zotae Utiliutm �eatrtitA ict llalii .a�tvat. ... . •. . . Se •lei .. 0 0 . .. ... .. For - Moment ash' file s choose sitter M+tid or $. arare$ #$ete� �. •. for 1W{ s v u frfS { 1f thaMt Val are'gMater• ' ; �`''eq� ' : :.. .. • values, far ea ' •area of'* r*sif; "Elite Ilia tilE �karn �s hdd�s ac�eg�ta 14 ethod '1 o exit Based Tile CalleUjstt i ,Pe Per RAS " a n Product Approval M, H - 61 (l't - - - � � � rt Product Approval M M �� 5 Product Approval M,� 1 ff's'�a .Req uired:Mow alit of'rresista , e kM�? Fxd Table Oelow _ Product Approval M, i Irtl' IIR�tr?ttf'Ei�� Ctilean RoofH fight - i,' 1fi' 20' 28' 30 40' Roof$lopa 88� gg;7 42.2 12 34:4 '86.5 3�S 8 pli 312 3z2 SVA 37:4 3U 4 3 33 2$:'4 37 3 2 30:1 3S 32:5 :92 28.4 3tp:8 32:4 :12 24 4 28:9 •a 7:1 :� '3i�.a I *lY+'.lust bs u ed W conjuredoii tulstts. a Il�t of t�a�euf: itase� #31e.�gstoarrs �eudotsed' ia�+. 13rowar4 Cin unty Heard.6 giiles al d.AO" For U slift based til sy ;tezrss use-Math od 3. Cctn�y�aaed..thi? valuers for JET' �ri� fhe f v rlties Poi` ..,».IC the :F' lies are,9revt4r- th"`an:•or` ual: o the F. values, for eat aroa of the roof, then -th ':file � to tz4titeutl: hoc .is'ag"Ptable. - M et o d: ""TJ -P. 1 ff- Awed'`I'zle CdCU1W aoirs Fey l� ��9s (P _ x t: � - _ 3vt'= �� x cos.9. Product Approval F ____. _ M: �x 1: _ °� ; rtv: , } - VCr: i x: Cos 9: PrSt Product Approval F Product Approval F �I�te7t'Y; :tf T> E��C}'tiiD?4k :ERI°�i'�o•#t i7asiguP' re' P.i9rT?Z•nrB3 I ZAS' 127Tabli4l; tirby, an; ttagtttaexing •sua►ysispreparedbyP& asadori'` 7 13teari'Roo €B t ]•l Jbb:. RabfS tlpa 8 : Jap.3fte clod cttmiaNXulti ; Product A roval 12estnriu' 'tamcnt:duc to d it'' Al Product Approval •Afiaobwitt ce. M ProductA roval R i d Momct,t Basis Cey . Calculated .Mmimu . Attachment ca Product Approval Re fired: ik•Resl' oe F, Gtttculacad Avtra' Tile1rV t W. product A roval Tileim rtS ' i*f Length Product Approval vt= width Allcaicrtl atoreswwrbc•submit dtoth cBniYdin . O bia1at:the;GmCaf '0 icfltitso. is I I: i 44.23 FLORIDA BUILDING CO E — RES1DE�TIAL R • • ••• • • • ••• 0 00 00 so I.1 +� • • • • • • • • • • • • • • • • • M�•H�E��iTY, FLORIDA • • • * %ffa .DAD$^9Q= BULDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • : : • tV5:7%P-VM • PAX (3057 375 -290 NOTICE OF ACCEPTANCE (NOA) • • • • • • Monier Lifetlle, LLC • • • i i ~• i • • • • • e 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 (Mil). 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 AEU 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 filled 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 cxpiration 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 Ti NOA No.: 07- 1023.07 Expiration Date: 12116/12 Approval Date: 1=107 Pap 1 of 7 % •• •. •. ROOWIQ lSSEXIB$•I: APPI<fitXVU to r : Roofing S ub-C t or!' . :.':. 1,00 Adds Roofing Tiles . . . . • ••• . l4 • d 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 Test Product Ann_ Dimensions SwMentions Description Monier Lifetile LLC 1= 16 -1/2" TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w =13" extruded concrete roof tile equipped with one W thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test I LO er Ted Name�Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1944 HnSineering, Inc. PA 101 (Mortar Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1944 PA 108 (Mortar Set) NOA No.: 07. 1023.07 m Y won Date: 12116/12 Approval Date: 12J20/07 Page 2 of 7 • • • ••• • e. • • • ••• • e • • ••• Test Anenev Test Identifier Ted 1'�a�e�Reuers •: .: •: -� Tom -ra . . . gafe Redland Technologies Letter Dated Aug. 1, Witul*D nne! Testft a •' • Auel"4 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind l0nv¢V n; ; • ; ; . • (it 1994 Engineering, Inc. Test #MDC760 M 110; The Center for Applied 25-7183-1 Static Uplift Testing • • • Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 - (1 Quik Drive Screw, Direct Deck) (1 Quik Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7594 December 25-7804b-8 1996 25-7804-4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 NOA No.: 07. 1023.07 �. Expiration Date: 12A6/12 Approval Date: 1=0/07 MEr Page 3 of 7 • • • • • • 3.' • • • • • • • 3.1 Fare classification is not part of this acceptance. 3.2 • Foy' 6e ~Wvt the applications, a static field uplift test shall be performed in •' accbMinc•e kith JIM 106 tAppAcaot sWre & Av 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 of rice for review. 3.4 Mmrmum. 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 i Table 1: Average Weight (W) and Dimensions (! x w } j i The Pronle Weight W (Ibf) Length-! (it) Width -w (ft) Monier L fettle Vanguard Roll 8.2 1.38 1.08 Tile Table 2: is Mind lers - x Tile I ( I NO Profile Batten Application Direct Deck Application Monier LifeSte Van uard Roll Tile 02M 0.289 Table 3: Restorin g Momenta due to Grav! - M ft Ib Tile 2 " :12" 3 ":12" 4 " :12" 5 " :12" Q " :12" 7" :12" or Profile 9 reefer Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck Deck Deck Vanguard 5,30 6.03 524 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Roll Tile NOA No.: 07- 1023.07 W.4 EgAmtlon Date: 1V1&12 IRMO Approval Date: 12W07 Page 4 of 7 •• •• • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • Table 4: Attachment Resistance Expressed aka Moments li t (ft -Ilil) • • • • for Nall -On System s Tile Fastener Type Direct Deck . plPt Dock. .. Bpltens Profile (min 15432" • (nitq•1 �; • ptyttfo � • • plywood) •• • • s • • •• •• Monier Lifetue 2 -10d Ring Shank Nails 27.8 37.4 28.8 Vanguard Roll 1 -tOd Smooth or Screw 8.8 11.8 4.1 ills Shank Nan 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -1 Od Smooth or Screw 24.3 24.3 24.2 Shank Nail Field CI 1 -1 Od Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave CI 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli Table 6c Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set systems Tile Tile Application Minimum Attachment Profile Resistance Monier Ufetile Vanguard Roll Tile Adhesive 26.1 1 See manufactures compo nent approval for installation requirements. 2 Flodble Products Company THeBond Average weight per patty 11.4 grams. Polvidarn ProducL Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mt (ft ibf) for Si le Patty Adhesive Set Systems The Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Polyfoarn PolyProTm 86.61 Roil Tile Polyfoarn PolyProTm 45. 8 Lame paddy Placement of 54drame of PolyProTm. 5 Medium PaddY Placement of 24grams of PolyProTm. NOA No.: 07. 1023.07 m Espirat;oa Date: M6/12 Approval Date:12aW Page 5 of 7 •t• • • • f•• • • ••t • • • • ••• • • f f : 0 • • • • f i • • • • t • • • • ••• •Tabled hmwutt PWIstance Expressed as a Moment - I&(ft Ibf) for M ortar S et Systems .. Tit Tile .. i . e Attachment • Pr lioation Resistance Monier l.�etife V$n9��0II nib Mortar Set 20.60 •• ••• • • i • • •i S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacbu&s n or logo as shown below, or following statement: °Miami Dade County Product Control Approved - . VANGUARD ROLL M ONZRL=Tn E LLC, VANGUARD ROLL TRZ IDENMCAnON MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TUX 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 AP m , lmplradon Data: VA6n2 Approval Date: 12/20107 Page 6 of 7 i ROFI]LED A Q'. .'. ,•. •.. • • • • . .. . .. . . . . . 100 ..' 11" 16 -112" . 13•' MON= L UWrME VANGUARD ROLL CONCRETE ROOF THE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Eamon Date:12n6n2 Approval Date:12fMM Page 7 of 7 s • • •; • , • :•••; ... l�DADE • • • . • :.ig: • ; • • ; •� : ; MIAMI - -DADE COUNTY, FLORIDA • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • • I NMO -DADS FLAGLER BUILDING PRODUCT CONTROL DIVISION 40 WESTI'LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • ; •; , •, ; • • 096 • 4305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) . . , ; ; ; • • ; . Polyfoam P Inc. • • . . . . • ... .. • 11715 Boudreaux Road Tomnbali, TX 77375 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 No.41 -0521 A2 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. ft NOA No.: 06-0201.02 �' Expiration Date: OS110/11 Approval Date: 04/13/06 Page 1 of 7 • ROOFING ASSF.I.;MLY A?P*0M: • g Category: ...0 0 • • Roofft ' • Sub Category: Roof file adhesive Materials: • , , F'OIVK a :: • .. SCOPE: • This approves Polypro* • AH160 as manufactured by Po lyfoam Products, Inc. as described in Becton 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as deter pined by applicable building code, does not exceed the design preasiure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with profile roof tiles system using PaI approved flat, low, and high ypro® AR 160. Where the attachment calculators 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: Pr du � as L"at Product Description Specificatbons Polypro* AH160 N/A TAS 101 Two component polyurethane foam Foam adhesive pro� RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Test Res_ Density ASTM D 1622 1.6 IbsJft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58 1 00% mi Closed Cell Content ASTM D 2856 g ��' 2 weeks -Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: OSAO /I1 Approval Date: 04113106 Page 2 of 7 EVIDENCE SUBMITTED: 0* • •� ••• .•• Te st Aencv Test Identifier s i`est �1am�/ReoSrt • • • Center for Applied Engineering #94 -060 — Date TAS 101 04/0$/94 257818 -1 PA . " . Zq�►� 0#. • .. 12/16/96 25-7438-3 :': SSTA.213 •• 10/25/95 25-7438-4 ••• �....• 25-7438-7 SSTD 11 -93 11/02/95 25 -7492 SSTD,11 -93 12112/95 Polymers Division Miles Laboratories NB- 589 -631 ASTM 'D 1623 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16194 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 5284542 -1 TAS 101 10/23/98 5284549 -1 52845410 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02199 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of PolyproO AH160 roof file adhesive with their the assemblies shall. test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof till adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 06.0202.02 Expiration Date: os/lo /21 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: .' . 1. YP os AH 1 � be us ` • • • • • resistance values•t,Ith the useotpo �Y f til'e assembly having a current NOA that lists uplift 2. Polypro® AH160 shall applied in be AH160. compIiaac with the Compon� A ��°n�g Place 0*ft nele,d 040in, The roof file section and the � Akl64;sfialj ' ' assembly's adhesive attachment with the use of Polypr based system, to meat cl ' o d Pe &. &Pc ce hment resistance, expressed as an upa County Roofing Application Standards RAS 127. d�ermrned in compliance with Miami -Dade tile assembly NOA The adhesive a tt achment data is noted in the roof 3. Palypro®A,HI60 roof tie adhesive and its components shall be installed in Roofing Application Standard RAS 120, and polyfoam Products, Inc. Pol acco rdance with Instruction and Maintenance Booklet, YP� AH 160 Operating 4. Installation must be b a Facto t Products, Inc. Poiyfa n Products T In sWl 'fled Appo att0e app applicators and licensed by polyfoam having jurisdiction; pplicators to the authority S. Calz'bration of the Foamprng The mix ratio betty nA ispensrng equipment is required before application of an can the component and the "Bponent stroll � Y a dhesive. 0. 1.15 (A): 1.0 (B). The di spense fi shall be se " cAm to deliver Onent shall b mined between 1.0- detenmined at calibration. No other settings shall be approved. Pounds 1 file as 6. P01ypr0V AH160 shall be applied with Faampro RTF1000 or Propack0 30 & 140 di equipment only. s1Psing 7. PalyprOOD AH 160 shall not be cMxred S. Titles must be adh has permanently to sunlight. Po lypro� AH160 bee Bred applied adhesive. Tile must be set within 2 to 3 minutes after . 9. Polypra®AH16(} placement and minmum patty wei Details' herein. Each generic file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Pad Detail dY Two Paddy Weight Weight Min, per paddy Min. Flat, Low, Hi Profiles High Profi 35 le {2 Piece N/A Barrel} #1 171side on cap and 341 an N/A . Flat, LOW, High profiles #2 24 Flat, Low, Hi Profiles #3 N/A LABELING: 8 All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As rcq d by the Building installation of this system. Official or applicable building code in order to properly evaluate the Aft 6 NOA No.: 06. 0201.02 Expiration Date: 8S/1o111 Approval Date: 04/13/06 Page 4 of 7 . . 0 :0 ; ; ; : ... ADHE SIVE PLACjr�Wft •.• • . 0 980 0 0 W • Patidp(Be.enb Tie} flail d pia cement • ' . ; • o • so ..IBeeeemTirf • tiadetla�maat.. • • • toia t.reCettae 2 • fuck &NCO= Eaede eea"aakti Eaacaeseoay: Eraedpsaa 6eeCketee IPadtubaswa KespackwWappm 4bt spkaaweephdw up0magasphsisl PMgs Mail W&O pbft commed PA fj1' emagAadbeeiafoacisiaa171023 l�aaaprmxtt stpaar (aeAesbtmetactwifptltapaat�e 111 OPPkd+ mrs " 61001 Plasma eat 2j Tara cores ttpeide dorm. EWG ad9e�re !12 � Te! ta.Emmpd�deedpealeo�tpr. TtsmittaWOtedL e iokt. 2• + o . ♦ .,rte• o taaCotree ic'''' ••� . haCloatt 14geaitssT>waypos4ia.ap Fuca OP aataae aft" Q Abtdtosecoadof paaatwatYn PaieFnpYaix f4te1►atstre fie. aa�k } WeeO* Fascia NOA No.: 064201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page.5 of '7 • • ; ; ; .:. • ADHESIVE . DETAIL 2 .. • • .. ' PA TTY • Tom. ? in. 11 L EscaCoaare •� ; Fascia block Fi�da Eaaae Euet�re EaMaeio� P WW am" � . . hL NOA No.: 06.0201.02 1<apkmdon Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACkSUNT • DOUBLE'PATTY • :. ..,. . . /�p{��.{7,,�� }�yy . . , , • .. . n.F,. we ' ftmoveit sib PW* between tb ' (under fife} 2 itx 7 kL meam • pum ot* z3kL 3 u�.x 3 fn. i on 2 in. 4h 4 kt. 2 im . vaster• bymw SO P Eaee txxxse on too of tiie Fascia an ofLte X 7 mega Eare cioaum supaftew % com Fascia ==@* *9 Pkft ceaaeM $410 tile be � l 31n.x 3 in. 4* Sit b poddy oaf 2 an top Eawcbm in. medba FA" cam F Paddlr ea eotuse oaly END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 7 of 7 • • MMI� ADE :.: • •� JIIW-DADE COUNTY, FLARIDA • : • • 1&*(¢D.%DE M AGM BUILDING BUnDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLA6.ER ME)>z f, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -LW '' • • • • V • • • f30,VY7S -2901 PAX(30S)37S-29M NOTICE OF ACCEPTANCE (NOA) ; ; ::: •. '+ GAF Material Corporation he • • 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials: The dorumentation 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 (AM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division On 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 perfom in the accepted manner, the manufacturer will in= the expense of such testing and the AM 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 Conventional Built-Up Roof System for Wood DedL 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. REKEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the alrplicabie building code negatively affecting the performance of this product. TERmiNATION of this NOA will occur after the expiration date or U 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 tertninatior. 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 -M.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Hghudon Date: 1 Approval .DatedW23 /03 Page 1421 • • • • •• • • • • • • • Deck Type 1: • • �� • TT , N �� ...�,.,�`y�, too • • • . • Deck Description. • i9 Jam" Or greater plywood or wood plank decks System Type R (1): Base sw Ink 0 .. All General and S • ' ' .. • • yam► • o�s'sha$ apply. Bash sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENTO Eliminator Perforated ATailable, RUBEROID Modified Base Sheet, RUBEROMO 20, RUBEROID SBS Heat WeldTu Smooth or RUBBROID SBS Heat Weld 25 rase sheet mechanically fastened to deck as described below, Fastening options: G, FCAM® ply 4('D, GAFaLAS He P1yTm 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 -45P4 See General L nft4don #7) GAFGLASO Ply 440, GAFGLAS Flex PbMA 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTM #12 or #14 Screws and 3 "Plates, 12" oc. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" oc. in the field of the sheet. (M=ftaum Design Pressure - 45p#,, See GenoW Ljmkadea M GAFCLA,S 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 at the 4" lap staggered and in two rows 9" oc. in the field (Maximum Design Pressure 52.5 psf, See Generrel.Lioiiwon 07) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Trill-Tec (GARM) #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" mc. in the field of the sheep (M b=um Design Pressure - 60psf, See General Li dwon,#7) Any of above Base sheets attached to deck approved aannlar ring shank nails and 3" inverted Drill Tec (GAF1'1TE) 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 Li dAwon GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAPffM) #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. (Mav"um Design Pressure -75 psf, See General Li Wadon #7) Ply Sheet: One or more plies of GAFMASO PLY 40, GAFM AU PLY 60 ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBERO11) 20 adhered m a fall mopping of approved asphalt applied within the EW range and at a rate of 20. 40 lbs.Jsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a M mOPPM9 of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03-0501.03 Evirefaton Date: 11 Approval Dato:10=03 Page 18 of21 `•• • •' Surfacing: (Required if no cap sheet is used) 11sta114n; 4 e f Aoi bs: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 15 galJsgs; pr Pq WEAnM COATO Emulsion (Matrix 305 Mbered, Emnfs a }tea pl t'o$ of 3 gal./sq.; or OAF Premium•Fibered Aluminp�Roaf System Pro Aluminum Roof Coating Mbered 301) with as applAfw-fte of 4.5 galJsg: 2. Asphalt flood coat at an application rate of 60 Wsq. t 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus 01atrix 715 MB Coating), GAF WeadmCote or WeatherCote LOW VOC applied at rate of 1 -1.5 gallsq. Maxumnm Design Pressure: See Fastening Above NOA No: 03.OSOIAS U - elm Duration Date: 11/04108 Approval Date:lW2M Page 19 of 21 • WOOD DECK SY)t* L AV9NS.�. * O 1 A slip sheet is regMW4ith Ply4 and Flex ply 6 when used as a mechanically fastened base or anchor sheet. 2. M mn VV' Dens k ws � T�e,X s nn foad is acceptable to be installed directly over the wood deck. +0 •• - 0 - i i •. y GENERAL LDWAT;dNS: • I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the B1TT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied m approved asphalt, panel size shall be 4'x 4'roaximum. 4. An overlay and/or recovery board insulation panel a 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 do sheet allowing a continuous area, of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every. l2' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems" be limited to a maxbnum design pressure of 45 psf. 5. Fade= spacing for insulation att bmw t is based on a Minimum Characteristic Force (F) value of 275 IM., at; tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field- tested, are below 275 IM. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchw%ase sheet or membrane attachment is based on a mu mmun fastener mutance value in conjuncture with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is spedflcany referred wdtdit this NOA, General Limitation 49 will not be applicable.) 8. All attachment and sizing of pericrieter Hailers, metal profile, and/or flashing termination deagns 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 (ie. 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 Ilatitation is spedfleadly referred within this NOA, General, Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF TWS ACCEPTANCE NOA No: 03-Mol os Exphvdan Date: 11104/08 Approval Date W23/03 Page 21 of 21 ,•.wr` ttivvt ua�x mN 1 . rntMa.a NBYU 7.7 { C{Y{s.%UVtt6:V .T• • . • • ... ROOF COVERING MATERIALS (TEYT) • ROOF COVERING MAAT&AL'S' (TENT} 173 Roofing Systems (TGFW— Continued • Rooftn S s • • . g • yt • te r (TGFLJ)—Coy tinuecf �S s80 Premium Base Sheet may be used in any of the fallowing Cap Melt "'CjAFG1�1S�Mirjral Stbjac�l g1p,Sheer hot mopped. • rs Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". • • • B • • • • be *MP Permalite Recover Board" ma used i i. Deck: C - 15/32 n lieu of any perlite Incline: 3-1/2 in any of the following NC Classifications. Insulation (0 tiona0: One or more layers perlite wood fiber, glass Class A, B and C fiber, .P!.b edisoay�nurate composite, perlitel ing asphalt, for use with organic and glass felts or modified bitumen �� V .*d • • / grate composite, phenolic, any id Heat Weld" SBS roofing membraner may be used in lieu of Ply Sheet: Two or (Mare•Iaters" Type GI "GAFGLAS Ply 4" or Mop` SBS products in any applicable Classification. "GAFGLAS Ply 6" Class A Cap Sheet: Type G3 " CAFGLAS Mineral Surfaced Cap Sheet", hoc : C -15/32 Incline: 3 mopped. lation (Optional): One or more layers perlite, wood fiber, glass 2. Deck: C -25132 Incline: 3-1/2 ; isocyanurate, urethane, perlite /isocyaourate composite, perlite/ Insulation (Optional). One or more layers perlite, wood fiber, glass acne composite, wood fiber/ isocyanurate composite, phenolic any fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ aww- urethane composite, wood fiber /isocyanurate composite, phenolic, any Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or thickness. TGLAS Ply 6 ", hot mopped. Base Sheet: Two or more layers of Type GI, G2 or G3. acing: Gravel. Membrane: One or more layers of "Ruberoid Torch" (smooth or : C -15/32 Incline: 2 granule), "Ruberoid Torch PIus" (granule), "Ruberoid Mop" (smooth or .lation (Optional): One or more layers perlite, wood fiber, glass granule) or "Ruberoid Mop Plus" (granule). ; isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped mane composite, wood fiber/ isocyanurate composite, phenolic any Class C :Hess. 1. Deck: C -15132 Incline- 1/2 Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or Insulation (Optional): One or more layers perlite, wood fiber, glass FGLAS Ply 6 ". fiber, isManurate, urethane, perlite /isocyanurate composite, perlud/ Sheet: One layer .Type G3 "GAFGLAS Mineral Surfaced Cap urethane composite, wood fiber / isocyanurate composite, phenolic, any t". thickness. NC Incline: 2 Ply Sheet: Three or more layers of Type C1 "GAFGLAS Ply 4" or lation (Optional). One or more layers perlite, wood fiber, glass "GAFGLAS Ply 6 ". isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Surfacing: "Special Roofing Bitumen" 20 lbs /sq. u u composite, wood fiber/ isocyanurate composite, phenolic, 2 in. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "CAF- 1. Deck: C -15/32 Class A Incline: 1/2 S Ply 6 "• Insulation (Optional): One or more layers perlite, wood fiber, glass Sheet: One layer Type C3 "GAFGLAS Miner Surfaced Cap fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlizei el. urethane composite, wood fiber /isocyanurate composite, phenolic any NC Incline: 1/2 thickness lation: One or two layers "Isotherm R", 4 in. hot mopped. Ply Sheet Three or more lavers of Type GI "GAFGLAS Ply 4" or ;heel: Any UL Classified gravel surfaced Class asphalt glass fiber "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. system. Surfacing- Gravel. C -15/32 Incline: 1 COMBINATION HOT AND COLD SYSTEMS Sheet (Optional): Red rosin paper, nailed eck. Class A Sheet: One layer of Type G2 "GAFGLAS # B h ' (maybe 1. Deck. NC Incline. 2 d)• Insulation (Optional): One or more lavers perlite, wood fiber or gl:,ss Sheet: One or more layers of Type GI " P " or fiber, 2 in. max. CLAS Ply 6 ". Ply Sheet Three or more layers of Type GI "GAFGLAS Plv 4" or Sheet: One layer of Type G -3 "GAFGLAS M' rat Su ced Ca "GAFGLAS Ply 6 ". Surfacing. Grundy Industries "al IVIB Aluminum Roof Coating" a: NC Incline. 3 1 -1/2 gal /sq. Sheet: One layer of Type G2 "CAFGLAS #75 Base Sheer'. 2. Deck: NC Incline: I Sheet: One or more layers of Type G1 "GAFGLAS Ply or Insulation (Optional): One or more layers perlite, wood fiber, glass :,LAS Ply 6 ". fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Sheet One layer of Type C -3 "GAFGLAS Mineral Surfaced Cap urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. C -15/32 Incline: 2 Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or ation: One or more layers perlite, glass fiber, isocyanurate, ure- "GAFGLAS Ply 6 ". perlite /isocyanurate composite, perlite /urethane composite, phe Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 1.0 in. min (offset from plywood joints 6 in.). 3. Deck: NC Incline: 1/2 Sheet: One or more layers of Type GI, G2 or G3. Insulation: One or two layers "Isotherm R", 4 in., hot mopped. brave: One or more layers of "Ruberoid Torch" (smooth or Pty Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber de), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or mat system. de) o. "Ruberoid Mop Pius" (granule). 4. Deck NC Incline: 2 ;beet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, 0-15132 Incline:.. wood fiber and glass fiber, any thickness, mechanically fastened. ation (Optional): One or more layers perlite, wood fiber; glass Base Sheet One ply Type Glj°or G2, Mechanically fastened or ho: isocyanurate, urethane, perlite /isoryanurate composite, perlite/ mopped. one composite wood fiber /isocyanurate composite, phenolic, any Ply Sheet One or more plies Type GI or C2, adhered with hot roofing im• asphalL Sheet Two or more layers of Type G2 or G3. Surfacing "&F Premium Fii ered Aluminum Roof Coating" 1 -112 meet (Optional): One or more layers of Type GI. t galisq or "GAF Weather Coat Emulsion", 3 gal /sq. crane. One or more layers of "Ruberoid Torch" (smooth or 5. Decia NC • Incline: 1 le), "Ruberoid Torch Plus" {granule}, "Ruberoid Mop" (smooth or insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, le) or "Ruberoid Mop Plus" (granulek mecharucally fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT i SECTIONRi401.13�• ••• •• .: ••• lG VELO Y HU CANE ZONES — J �,Ti�tE •t i W� S � 0T1FICATI®N ORR.®ORING CONSI.`i3'FnftdA ! ••• R4402.13.1 Scope As it pemim to the section, it is the 14uojsibility o of roofing contractor to provide the owner with the required r 3ofing permit and to explain to the o%vnsr te1nt of U se�ticsj►. 4Uh rovisions of Section R4402 govern the ninimurn rcqi iirements and standards a the itdustryfor roofing s:s4 m.i6tallations. Additionally,, the llowing item, should be addressed as part of the agreemeftf- between tlie.owner ant the contractor. Theo ner's initial in the designated space ind ckes -that the item has been explained. • i•i ••• ••• :•• •• 1. Aesthete - Workmanship: thg woikinhft vro isions of Section R4402 are for the p ose of providing that the roof system meets the wind resistance and water instruction performaric standards. Aesthetics (appearance) are not a consideration with respect to orkmans ' provisions. Aesthetic issues such as color or architectural appearance, that are n t part of a zoning code, should be addressed. as part of the agreement betwee a 2, owner an the contractor. Itenaili g wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curzerit provisions of Section R4403. (The : aCoMMG1 usually c; ncealed.prior to removing the existing roof system). 3 roofs: Commo n roofs are those which have no visible delineation between eighborin.g I units (i.e., townhouses, condominiums, etc.) In buildings with common oofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4, Expose Ceiling: Exposed; open beam ceilings are where the underside of the ffideck'ng can. be 'ewed from below. The owner may wish to maintain the architectural appear e; therefor , roofing nail penetration of the underside of the decking may not be accepts I e. The pro ,ides the option of maintaining the appearance. Pondin water: The current roof system and/or deck of the building may not drain we 1-and inay a water to pond (accumulate) in low -lying areas of the roof. Ponding can be an ' dication of structural distress and may require the review of a professi nil strum al engineer. Ponding may shorten the life expectancy and performance of the new roofing. stem. Ponding conditions may not be evident until the original roofing system is removed. londing conditions should be corrected. 6. ®yerfl w scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over] aded from a buildup of water. Perimeter /edge wall or other roof extension may bloc this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary install overflow scuppers in accordance with the requirements of Sections R4402, R 03 and R4413. 7 yen ' tion: Most roof structures should have some ability to vent natural airflow ough th interior of the structure as sembly (the building itself). The existing amouril of attic ve tilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. /A ent's Date Contractor Signature Date i ' C:IFN 200SR028'' 766 OR Sk 26315 Ps 0253; (2ps) NOTICE OF COMMENCEMENT RECORDED 04/04/2008 10:45:22 HARVEY RUVINY CLERK OF COURT A RECORDED COPY BAST BE POSTED ON THE .�B SITTEAT TIDE OF FIRST t�ISPECTI�+I Ig�pt#� -O{�OE COU�iTY� FLORIDA PERMIT NO. t" Qt_56q TAX FOLIO NO. 11- 2136- 013 -0170 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 Noticeof Commencement. 1. Legal description of property and street/address: _ 374 N . E . 104 Street Miami Shores Florida 33138 2. Description of improvement: RcPrnnf -n a new Ti 1 and P l at _ap sheet roof 3. Owner(s) name and address: Mari p Myrtha Wr. oy 374 N.E. 104 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: NIA 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. list Avenue Miami Florida 33 5. Surety: (Payment bond required by owner from contractor, if any} �� C ®lagdp� Name and address: �� c�s� An �o Amount of bond $ 00 6. Lender's name and address: .y u+�on ws � v 7. Persons within the state of Florida designated by Owner upon whom notices or other documents `� as - provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /A 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: NIA a. Expiration date, of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d �atejs s ' i�l Signat Owner Print Owner's Na /� Prepared by. Carlos Arocho Sworn to and subscribed before me this day of - . 20— Quality Roofing Contractor ,or Address: N.W. list Av enue Notary Public Miami, Florida 33 168 Print Notary's Name My commission 1res: 123A1 -s2 PAGE 4 8✓A2 OR B 2 6315 PG 0253A State of California County of 90,n ma gib Subscribed and sworn to (or affirmed) before me on this a1 day of arc 20- by U. Wts 4 proved to me on the basis of satisfactory evidence to be the person( -&) who appeared before me. (seal) Signature a J &A SHERRYL A. CROCHET Commission * 1 14"1 a ~e Notary Public - California Son Dieggqo►►��ssC,,k�ouunty v�ir� i� M11 a IIO ee of Corn rnen McAt STATE OF FLORIDA, COUNTY OF DADE HEREBY CERT/F'YUWV* Is s bw M off �cu�Nanc+ him rj �d