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RF-12-1041Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174523 Permit Number: RF -6 -12 -1041 Scheduled Inspection Date: August 24, 2012 Inspector: Bruhn, Norman Owner: CHIARELLA, ANTONIO Job Address: 10666 NE 10 Place Miami Shores, FL Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1122320280890 Phone: (305)754 -0191 Building Department Comments RE ROOF TILE AND FLAT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tile and flat August 23, 2012 For Inspections please call: (305)762 -4949 Page 6 of 13 RE: Permit # P.F b )40yl S'eaul 1<awa.l eK Miami Shores Village INSPECTION AFFIDAVIT (Print name and circle License Type) License #: O6 B$ O 0 oo 7 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: $ i licensed as k) Contractor Engineer / Architect, FS 468 Building Inspector On or about j .'3 0 7 WI , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at } 0 bb& ivE ) 0 th Pi_ (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) 94,ux,o) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swam to and subscribed before me this / day of Notary Public,, Sate of Florida at Large n 901c1 UO \P CU6 \t��s a\ WNW, trip 0e Sate 23, NW, `'� NotC Pfi F.xP\tes Se 123810 ,�,� 8oPdedjptco4h *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. In ude photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 t a F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT.INNOVATION.INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: SITE SPECIFIC INFORMATION Alit`j`o (mil. L 17 t .11, lo 4.44. i-- 10 fly Mt A4-4 t R- F[. Roofing Contractor: wAtii d4t�.tc Permit Number: RE- L„- t Z 104 Approximate Roof Height: t Z feet Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Date Installed: 8 -HZ- #-i Type of Tile: LtA-_ (c ) 5 c)Q� Slope: l 2 Approximate Square Footage: 1 �, ).PC) (11-1,V 3-A El 1-1k Ti; Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: $ 43r 11?. ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 55 21 ?As tj 41 A 61 81 2 FA l 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 , A 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF !PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3 ,. 5 ft Area Units or ft2 No. of Tests Perimeter 9 QC 1 le- Field I Q Q_IP $ Corners to Hips & Ridges ! e, p A RESPECTFULLY SUBMITTED BY: \//k-us S-e-11Z Vinayagar NIL Baiakrishnan V State of Florida Lie .# 63107 Myr •....i..a • iIUs gR 11111111RIUMUMBRIUM 1111111111111112111111111.111111 111111 * *us mannunsanamitaassamanaiwassaamansassaa 11111111111111111111111111111111111RMUNIMBRIMEMMISSINNIN . 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 uswmassausaassamananausessasainummana maiingsanaimanstaminamettigimiumminitsiffrilleallaill 1111111.1111111111 EH Ealitin51121111111111UVAIUW111•111111111111 •RRRRIRU1IRII •a *aaR I' °I ■1 ■RIjIS 111111111111ROMMI PPM& 2111111111PAt at 711 IN 711111111111111 111UUiaSUIRRI i. lla r.,-25' i szadiashoilmigag mansamassimaanntaisasiumraiimmaawasamana manammumanumnianumirmusanaurqmsuainusilail 111111111111111111111111111111111ManSilinle 111111111111111111111 11111111111111111111t rirMIIILIZZMILIMESE15122rmgrentragneimaa aisamanamanassanammeammisseammasinuenams armaimanaimmunasainumainsaimaisonaisaa asanmassausissaimmianammanamanisamos ansassamaimeassaimainasimaaussaaseinnis NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFH 2012R0403192 OR E.k 28141 Ps 0381; Ups) RECORDED 06/07/2012 14:07:55 HARVEY RUVIFI, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 Obbb ME 1O+11 plate M 1 &MI 6 horte) FL 33 I3 2. Description of improvement: 81%104. 3. Owner(s) name and address: AA -17 2A// � ✓.1 i(c:::. L 1---A AJ' - /9 -t4 /L. /k i4)W s /gD,ec3f; 31..7 ' Interest in property: 0 1n/il Name and address of fee simple titleholder: 4. Contractor's name and address: Qo..tA al/10■1 e K 1 ' I 't3 3. w 1j qT f i rt' m or) Ft_ 330a/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7: Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of No ice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Signat e o • ; - �/ Print Owner's Name 44I7iVa Prepared by l 9Lu'I 1 wi,J e' ` Sworn to and subscribed before me this tr!Z day of ■) , 20 A3... 77�� Address: /0—,76 urS C ! 1 e Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/06 •'} IL IN G PAIL PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. la JUN 0 6 2L i2 OX©MEWEc � �: o ®oe000mao_omomoo 1 Master Permit No. Permit Type: BUILDING ROOFING 1 n OWNER: Name (Fee Simple Titleholder): +0 V1 I (� 011 A �I l4 Phone#: 2 .7 ' / �U5 ' IS O Address: 10 666 IV 10 Pletce City: I"1.1 ports State: Zip: 33 136 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: I 0 bbb NFL 10.1 -b V letz e- City: Miami Shores County: Miami Dade zip: 3'3 13 8 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name : K&1No‘AeA K©T 1 hg Phone #: 30517511-MI Address: f 1i 43 7 twl I frh G� City: 1 V-044/104-1r- f 1 State: Qualifier Name: R &-w1 wac,I 330.et Phone #: State Certification or Registration #: Certificate of Competency #: Db B5 00007 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i3 y'1 00 Square/Linear Footage of Wo _ , • Type of Work: DAddition DAlteration ODemolition Description of Work: 'e with r' goraI late 1BaOr-C - Cl ortek ' Y` +der eb i. � y' c w bpi C� -(Ap I ys e t a-i I e T S ******* ** *** ** * **** *m * * * * * ** ** **** * *** `Fee ****************** * ********w****u: ***+x**** Submittal Fee $ Permit Fee $ rC Y) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ • TOTAL FEE NOW DUE $'" 19 - 40 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 properly 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 ! > > r• ved a . reinspection fee will be charged. -ice Signature � . Owner or Agent The foregoing instrument was ackn wleddge�ed--before me this The fo o'n jin�stru�ment wa ackno day of`] i, 201�-by /mil 1 rQ ,4 iZ / / /day o fr: , 2016`.;--by who is personally known to me or who has produce al (., wh As identification and who did take an oath. NOTARY PUBLIC: Signature kaitudird.2 Contractor Sign: Print: My Commission Expires: or e or who has produced as identification and who did take an oath. NOTA t UBLIC: j L I t• Sign: l ! ....:•A W -1� xuramarer'in'f .PN P°e l,. °otary Pubn i Print: 1 `°�..' �G �' N X1 reS Sep 23, 2015 Ir11SS10r1 # My Commissio : S�P°F Com p National Notary Assn. of „°� Bonded n:osus *** ** *** ** x+ xe: *: x*****+ x*e: ****+ x** *+><* **: x**** ****mx:*x:*x:****+l< * ************* *******+ xx:* ***x:+ x*m ****+xx:+x******+xx:******* APPROVED BY Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk MIAMI• COUNTY COUNTY Building and Neighborhood Compliance Department 11805 SW 26 Street (Coral Way) Miami, Florida 33175 -2474 786 315 -2100 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building and Neighborhood Compliance Department 11805 S.W. 26th Street (Coral Way) Miami, FL 33175 -2474 Re: Owner's Name: ,44/7D4o Property Address: A/E l® 144 Roofing Permit Number: Dear Building Official: I,, 14 1'4 4, certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC), or with the provisions of the 1994 edition of the South Florida Building ■ide 94 SFBC). KA0 . a of ' • • erty Owner .J7viv1/ 04444404te Print Name STATE OF FLORIDA COUNTY OF MIAMI DADE Sworn to and subscribed before me this ?Pita/ day of , 20 By Personally Known Produced ID When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC or with the 1994 SFBC, an affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. PERMIT #: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT F 10 441 DATE: (0/is-/12_ pa,k au/ at ei< Is[Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: (MO IMF ! ®4h PL From the building department on this date in order to have corrections done to plans And /or get County stamps. 1 understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: �. RESUBMITTED DATE: PERMIT CLERK INITIAL: (0I/`I zia Perm�t No: 12-1041 Job Name: June 11, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide a high hazard substantial improvement verification form. Available at the counter. 2) Provide the product approval for the flat roof. 3) Provide a fire directory listing page for the flat roof. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw .and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: C Yt r; SSt.e C k :are re Il it PERMIT # 11 ^ a a 3 a - o 8- 08 q D t O (s U k) N G to Place- vt i ctoti Shores ADDRESS: Ft_ 33,38 FOLIO NUMBER: 11-aa3 a~ Ad8 -Ogc10 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 0 1 C. COST OF PROPOSED IMPROVEMENTS: St3j qvv (ATTACH COPY OF CONTRACT) trt TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed) VALUE OF PRINCIPAL STRUCTURE (attach appraisal): Gill P OWNERS SIGNATURE: Gam' -'(--P .�! %!/�� DATE:7/2 /)2 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool P.O. Sex839001 F1 Fax (3018 68-9091 Cat (786)277-9840 r:Chrisie P. Kawalek Roofing & . Painting, Inc. Proposal / Contract License licc 06- B300007 UCENSEDANDINSURED K r PROPOSAL SUBMITTED TO DATE PHONE .lv J I h u 51�'i 1� i 3�5�q:� --3a3 I ...)-1 b NAME (.-e 0.1.A.r e A JOB NAME �t I � r,d. fi tc} Re—roof STREET STREET iDbbb WE I04h Pt, CITY iHa hallo submit MW3n,.a1Mn e,..r men.Me R.. STATE ZIP CITY M S E ZIP fshc►r� �s (t38 PREP. WORK er Remove existing roof to a clean workable surface and dispose of debris. FIBERGLASS / MODIFIED (J install # Da V1d1 base sheet as per code. O Install piys of ply iv fiberglass felt. Replace rotten sheathing at $ ,0) per lineal foot • C Instal, 3X3 0%(11 V in tint includes carpentry. Sh h �+ to (l t'S i $'i" 100 1 1 .� i(a . .save IJ Install new lead flashing siting to all plumbing vent statics. l. ° f Install new 26 gauge 16r galvanized metal to all valleys I _,V64•76 !J Exposed 0 Not Exposed f'Type of roof to be removed ( i e r a&i" ' I +). SHINGLES Install # base sheet ❑ Instill In. eave drip metal. O Install fiberglass fungus resistant shingles. O Mfg. Collor O Repairs R004' -+ I e" is b a i e d D Pl tR e i 6 nstall mineral surface i t Mpcfl41 G' cap sheet. it f� it Install # 3c c� e l • base sheet. Install 3x.3 5e kA v in. eave drip metal. L'9 Install#� tue un�e�iaym qt wi h hit phalt. k�OI "Ai t7At'I,.�1011A -cit1� (� ❑Install taNC-reA-e tile set in i<lPIy`-1- 0aynatr he'. ive Color is bold Gus- wfl rte lit eo..ve `.do u.re OTHER O Price i net lade6 p 1-fi le t&.p 11"ct -� e-S+1 h ew r-i ck vv\e- `f-a -i rV Qr'ce -+or Ix-4%4:1k rvcfs tsi irfpeh- oLAu ihaWine. 1-1Arvdrrd. We here ,a to furnish bor and mater) Is c . plete In rda e with above specifications ,. f dollars (S '= i10% VIV payment to be made as follows: "3 d o t,t/1/1, 0,10 f li p t. I i r 0-e permit., //1 (, p Ors s +ear . d r m, METHOD OFPAYMEN7ias %upon.4i1e-delivery czv \ II- 4herert& t ing u.poh GOfhpie ioli Warranty does not apply to hurricane, severe weather or natural disaster damage NOTE TO BUYER, GENERAL CONTRAC[QJ 5 C ER P. Kawalek Roofing & Painhing, Inc. hereby proposes to furnish the above labor and material In accordance with Payment in OA to b e made upon completion 01 the job. upon acceptance and the balance as work qh ratio b waft completed 6p?-tertIcF,..-oti le WARRANTY TO ORIGINAL OWNER: P. Kawalek Rooting & Paintkg, Ina. warrants swrionanstip for a period of (I-•OP supervise or ail wcrk y performed by other parka t the row fora reasonable fee. Without this years, but reserves n null the and v d. warranty is transferrable to newcomer supervision materials te f ml d wanbe ass are mnd and odd. is to be completed Ina worbnanhlke manner ac according d ng to gland (rd prat is s. A ya It gal n or del of onfr of abo a pec fi at wl b Home an e:d be as geed and work the estimate of labor and usual costs of our a to standard practices. Any alteration or deviation from above specifications will become an extra charge Over and shows P. Kawalek Roofing & Painting, Inc. will exercise reasonable care when performing the oak, but cannot be held responsible in any manner for damage to aldewants, foliage, y, screening, septic tanks, gutters, pines or cables, above or below ground we w1A not be held responsible for Water damage 10 the exterior or interior of the Premise& CUSTOMER IS URGED IT) COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume reapansibpity for any damages done to the roof by other tradesmen or parties. P. Kawalek Rooting & Painting, Inc. cannot be held responsible for damage done to any lumber by termites, carpenter ants, or any other wood boring Insects. Such wood will be replaced at an additional charge. ��,,, THiS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature 1.1,14 l p GS�t.VIx Qp , ACCEPTANCE OF PROPOSAL / CONTRACT The above prices, specifications and canditians are satisfactory and are hereby accepted. P. Kawalek Rooting & Painting. Inc. Is authorized to do the work as ape/Wed. Payment will be male as ouWned above. This proposal has the power of a c Mract when aped and accepted. I trove read end agree to the tarns and conditions as stated on the tram and bade of tNs contract n `n • i /�. ACCEPTED Signature (i v Print { %a. , ucy C f l -r Date j% /� Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item N Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison ig Portability S.O,H. Calculator Summary Details: Folio No.: 11- 2232 -028 -0890 Property: 10666 NE 10 PL Mailing ANTONIO E CHIARELLA &W Address: CHRISSIE M Living Units: 10666 NE 10 PL MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2104 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,782 Lot Size: 9,750 SQ FT Year Built: 1953 $50,000/ $54,106 32 52 42 MIAMI City: SHORES ESTATES PB Legal 47 -58 LOT 18 BLK 5 LOT Description: SIZE 75.000 X 130 OR 17385 - 2420 -21 1096 1 $77,568 OR 17385 -2420 1096 00 Assessment Information: Year: 2011 2010 Land Value: $97,911 $58,443 Building Value: _ $113,602 $113,602 Market Value: $211,513 $172,045 Assessed Value: $104,106 $102,568 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $54,106 $50,000/ $52,568 County: $50,000/ $54,106 $50,000/ $52,568 City: $50,000/ $54,106 $50,000/ $52,568 School Board: $25,000/ $25,000/ $79,106 $77,568 Sale Information: I, n ii nnc Page 1 of 2 ACTIVE TOOL_ SELECT Aerial Photography - 2009 0 113 ft My Home I Property Information 1 Property Taxes My Neighborhood 1 Property Appraiser Home 'Using Our Site 1 Phone Directory 1 Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend N Property Boundary ee Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/2/2012 HIOWVEWCITY HURRICANE ZONEI Florida Building Code Edition 2010 High Velocity Hurricane Zone uniform Permit Application Form. Section A (General Information) r Permit No. �,/ Process No ctor's Name 1`'�a,itval Roo-Fins ddress IO bb b tvE 10* Nate at ROOF CATEGORY ope ❑ Mechanically Fastened Tile L`7 ,,/ MortarIAdheshre Set Tile Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 �( ROOF TYPE ❑ New Roof Ll Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) q0© igoo abo0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Pent* Application Form. Section C (Low Slope Aoollcation) Fastener Spacing for Anchor/Base Sheet Attachment (� Field: -I " ao @ Lap, # Rows Ja, =l " oc Perimeter: b " oc @ Lap, # Rowsl >. b .0c m Coer ` " oc @Lap ; . # Rows `7 @ cJ " oc Fill In Specific Roof Assembly Components and Identify Manufacturer Of a component Is not used, identify as "NA") System Manufacturer. 6 Tj F oq- oaagt0/ NOA No.: Design Wind Pressures, From RAS 128 or Calculations: P1: Lois P2: 91a (1 P3: 10410 Max. Design Pressure, grow thA Specific NOA System: 4-1 Deck: Type: 1 )4 fi V"7vi11 + woo d. Gauge/Thickness: 51%1 Slope: V$ Anchor/Base Sheet & No. of Piy(s): 1 p 1y. b &S& MiteelPqM n 15' '`I�r►i.( Insulation Base Layer. Base Insulation 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 Piy(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of PIy(s): Ply Sheet Fastener/Bonding Material: Top Ply: VtiF Sr +iq e Top PI Fastener/ Bo 1: Surfacing: Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblodcing, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean .Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1r10 FA 61k-F modi4iea mi htiiU cap 3 331‘,1v base FT. TFT. Parapet Height 10i 11$ v-lorn'+'wood i V Mean Roof Height HIGH-VELOCITY HURRICANE ZONE Florida Building Code Edition 2010 High Verity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Mori el-- Product Approval Number: 1 )' o aaa sr 0a. Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 3(11/ 122: b$4/ P3: 1O0 Maximum Design Pressure (-� Product Approval Specific System: 3 $ • 1 Method of tile attachment p eatifraitirl 3 Kll'A -Cu i n ro keff' i' -Foltm w a tveNW-1120 Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: b v- Z-oip-i' wood ype Underlayment. Insulation: 1:P30 Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: dhesive Type: 4 c sphet3+ ype Cap Sheet: Mean Roof Height: . qo s ieth oof Covering: M o rC Ior goo F col vr- roaah --71e Type & Size Drip COPT iS Cno)d dge: 3X3ga1✓ HIGH - VELOCITY HURRICANE ZONES ! Florida Building Code Edition 2010 High Velocity Hurricane Zone Unfhxm Penns Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from Mi. 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 p Method 1 "Moment Based Tie Calcula ons Per RAS 127" (1: 7,. .313 _ O p j] 3 - bli C = Kt Product Approval Mr 3 i7 + / (P_' t I X = 3i.3_= - M4 ► ' m Mr Y Product Approval Mr �C Il (P3: I DOrri O. r 3 i 3 a= q t b) - M, '' d U M T Product Approval M, - v Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr Required Moment Resistance* Mean Ralf Height --fa. Roof 81e98 4, 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 301 31.8 32.8 34.9 8:12 28.4 28.0 29.4 30.6 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" (P, : x t: _ = x w: _ ) - W: x cos 8.• = F,1: ( P 2 : x L . = = x w: = ) - W: _ x cos _-.__ - Fa: (P3: x I: = x w: = ) W: x cos ft F Where to Obtain Information Description Symbol Design Pressure P1 or P2 or P3 Where to find RAS 127 Table 1 or i y an en analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job She Roof Slope JobShe Aerodynamic Muhiplier 1. • ProduntApproval Restoring Moth doe to Gravity AttadunentResismaee At, Mr .PmduntApproval Product Approval Required Moment Resistance Minimum Attachment Resisttotce Calms Required Uplift Resistance F. PnxbustApproval Calculated Avenge Tile Weigh. Tile Dimensions l length width PtoductAppraval Panda* Approval All calculations must be submitted to the Building Official at the thug of p mu1 application. MIAMNDADE COUNTY bdMI5 Exec lieue Every bay SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 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. ed.'" 2-. 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 Cod. (The roof deck is usually concealed prior to removing the existing roof system). O'1CCommon 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 show d notify the occupants of adjacent units of roofing work to be performed. 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. (. Ponding Water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the 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 removed. Ponding conditions should be corrected. 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. a_ 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 be beneficial to consider additional venting which can result in extending the service life of the roof. 067 021 /v Owner's /Agent's Signature Date 106;&& /VL 10 Pi-- Property Address Permit Number 123_01 -154 1/07 -Cad awdd Contractor's Signature 11IAMI.0 E DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.tiov /uera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Barcelona 900 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 renews and revises NOA #07- 0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofmg Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofmg LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Trim Pieces 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' w = 13" shaped, high- pressure extruded concrete roof 1/2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency, Redland Technologies Redland Technologies Redland Technologies Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Redland Technologies Letter Dated Aug. 1, 1994 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies Professional Service Industries, 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 Engineers MIAMI•DADE COUNTY APPROVED P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 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 TAS 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 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 (Ibf) Length -I (ft) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 3 ":12" Tile 5 ":12" X (ft3) X (ft3) Barcelona 900 Profile Direct Deck Batten Application Direct Deck Application Barcelona 900 Direct Deck Battens 0.289 0.313 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyProTM 66.54 Polyfoam PolyProTM 38.74 3 Large paddy placement of 63grams of PolyProTm. 4 Medium paddy placement of 24grams of PolyProT"". Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.55 5. Tile -Tite Roof Tile Mortar NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) 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.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 7 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144-1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofmg Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofmg Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment 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 Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A Dispensing Equipment 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Renort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / —\ F —W F'– \2� MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 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. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacko 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive 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: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17to23 steep pitch applications square Inc* In contact with the pan tile 2) Tum covers upside down. Place adheshre 1121n. To 1 hr. From outside edge of cover Ole. Then Install the tilt Optional2x4s for Nag through plastic cement Re *Portico of the save course cover tfe. Ahutto second course of pan anti coverer are of part flush at save line. Eave dowse (mortarahowm) Optional Point-up Mortar on Longitudinal edges data NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Fascia Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) • (;)n. x3 in. Single paddy on under layment Single paddy under tile Single paddy on top of the Eave cowee In. X 7 in. medium size paddy save Fasda course only Nall through plastic cement Single paddy under tile Underlayment `sN in. x 3 in. Single 41n. ■ paddyon under- layment Single paddy between tile 2 In. x 71n. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nall through plastic cement Single paddy under tile Single paddy between tile PI"' 3 In.x 3in. Single paddy on underiayment Single paddy on top of tile Eave Course Eave Closure 2 In. x 7 In. medium Fascl � paddy eave course only END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Miami -Dade County - Permitting, Environment & Regulatory Affairs - Page 1 of 2 Product Control Search Detail Applicant Information Applicant Contact Address City State ZipCode Phone Fax Email Internet You may also be interested in other N.O.A. files approved for the above Applicant Boral Roofing LLC Thomas Jemmett 7575 Irvine Center Drive Suite 100 Irvine Califomia 92618 (602) 269 -2288 (949) 585 -8933 thomas.Jemmett@boral.com NOA Description Expires 12 -0222.02 Barcelona 900 Concrete Roof Tile Apri1/26/2017 12- 02222.03 Saxony 900 Concrete Roof Tile Apri126/2017 12 -0131.09 Monterey Shake 600 Clay Roof Tile May /312017 12- 0131.10 Monterey Shake 700L Clay Roof Tile May/3/2017 12- 0131.11 Monterey Shake 700 Clay Roof Tile May/3/2017 Page Last Edited: Wed Feb 8, 2012 3:50:12 PM © 2011 Miami -Dade County. All rights reserved. © 2011 Miami -Dade County. All rights reserved. http: / /www.miamidade.gov/ building /pc- result_detail_app.asp ?app_alias = 103325 6/5/2012 Miami -Dade County - Permitting, Environment & Regulatory Affairs - Page 2 of 2 © 2011 Miami -Dade County. All rights reserved. © 2011 Mlaml -Dade County. All rights reserved. http: / /www.miamidade .gov/building/pc- result_detail app.asp ?app_alias= 103325 6/5/2012 Miami -Dade County - Permitting, Environment & Regulatory Affairs - Page 1 of 2 Product Control Search Detail Applicant Applicant Contact Address City State ZipCode Phone Fax Email Internet Information Boral Roofing LLC Thomas Jemmett 7575 Irvine Center Drive Suite 100 Irvine California 92618 (602) 269 -2288 (949) 585 -8933 th omas.jemmett@boraLcom You may also be interested in other N.O.A. files approved for the above Applicant NOA Description Expires 12-0222,Q Barcelona 900 Concrete Roof Tile Apri1/26 /2017 12- 0222.03 Saxony 900 Concrete Roof Tile April/26 /2017 12 -0131.09 Monterey Shake 600 Clay Roof Tile May/3/2017 12-0131.1Q Monterey Shake 700L Clay Roof Tile May /3/2017 12 -0131.11 Monterey Shake 700 Clay Roof Tile May/3/2017 Page Last Edited: Wed Feb 8, 2012 3:50:12 PM © 2011 Miamt -Dade County. All rights reserved. © 2011 Miami -Dade County. All rights reserved. http: / /www.miamidade.gov/ building /pc- result_detail app.asp ?app alias= 103325 6/5/2012 Miami -Dade County - Permitting, Environment & Regulatory Affairs - Page 2 of 2 © 2011 Miamt -Dade County. All rights reserved. © 2011 Miami -Dade County. All rights reserved. http:/ /www.miamidade.gov/building/pc- result detail app.asp ?app_alias= 103325 6/5/2012 MIA M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) 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, SUITE 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 5, 55 gallons ASTM D41 60 Ib. Bags ASTM D1863 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 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 ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II 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. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth • RUBEROID® SBS Heat- We1dTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- WeldTM PLUS RUBEROID® SBS Heat- We1dTM PLUS FR RUBEROID® EnergyCap SBS Heat- WeIdTM PLUS FR RUBEROID® Modified Base Sheet RUBEROID® SBS Heat- We1dTM 25 APPROVED Dimensions 39.37" (I meter) Wide 39.37" (I meter) wide 39.37" (1 meter) Wide various 39.37" (I meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 "). wide 1 meter (39.37 ") wide 39.37" (I meter) Wide 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet 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 polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROiMop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID ® EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 39.3711 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37' (I meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with 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. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. 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. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID�30 FR RUBEROID' EnergyCap SBS 30 FR RUBERO1D® ULTRACLAD ®SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM EIastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 1001b. cartons, bulk 601b. kegs 5 gallons S gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6I63 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D3I2, Types 1, 1I, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. 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. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 5 of 31 Product Leak BusterTM Matrix"' 202 SBS Flashing Cement Label Leak BusterTM Matrix"' 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM Matrix" 304 Non - Fibered Aluminum Roof Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non- fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck* DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill-TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill-TecTM AccuTrac Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill-TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. 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. G -P Gypsum Corp. G -P Gypsum Corp.. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 ''Y" GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. 3" Square OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3029832 4470 -TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1 B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 ODIA8.AM 4470 -TAS 114 04/01/98 Underwriters Laboratories TGFU.R 19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF- 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. 02-005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01 /02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS /SBS Cold Applied Wood, Non- insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi; See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID ® Mop Smooth, base sheet 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 —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM # 12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #80, 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. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID ®EnergyCap SBS 30 FR RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 galisq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak. BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above WADE COUNTY APPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or '1a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or . Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TGFU.R1 30b - Rooting Systems Page 1 of 2 Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood flber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch ®" (Smooth or Granule) or "Ruberoid® Torch Granule Pius" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule" (granule). Surfacing: — Gravel, 400-lbs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule ". Coating: — "Kamak No. 97" applied at 11 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Granule" or "Ruberold® Mop Plus Granule ". Coating: — "Kamak No. 97" applied at 11 to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perilte, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite/urethane composite, phenolic, 11/2-in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type Gl. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type GI or. Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -gal /100 -ft2. 6. Deck: C -15/32 • Incline: 1/2 ' Insulation: — One or more layers perlite, glass fiber, 3A -In. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2-in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "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, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11 to 3 -ga1/100 -ft2 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perilte, glass fiber, 3/4-in. minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2 in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Pius Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/28/2012 TGFU.R1306 - Roofing Systems Page 2 of 2 { 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, Vs-in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1' In. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -Ply® #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or " GAFGLAS® Ply 6" hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapr' Mop FR." Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2 -ga1/100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- gal /100 -ft2. Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite / polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap`" Mop FR." http : // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =T... 6/28/2012