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RF-10-38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 133002 Permit Number: RF 1 -10 -38 Scheduled Inspection Date: April 20, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: THOMAS, MARIE Work Classification: Tile/Flat Job Address: 470 NE 103 Street Miami Shores, FL 33138 -2457 Phone Number Parcel Number 113206017072 Project: <NONE> Contractor: FLORIDA ROOF TECH CORP Phone: 305 -557 -9685 Building Department Comments RE ROOF COLOR THRU TILE TO TILE AND FLAT ROOF Inspector Comments Passed � Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 19 2010 For Inspections please call: (305)762 -4949 Page 4 of 28 a • 11 } FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 ® Telephone: (305) 378 -1991- Fax: (305) 378 -1997 F.t3#'WA INTERNATI ENGINEERING n Miami Dade Lab Certification # 07 -061211- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 170 `i,� tjE V3 ST' ih f � ,1 0 Job Address: 72 � —1 ��a� -�(� Owner's N me • �d� �� � �.S Contractor: Ft;v w'l P-4 Roo F G 9�e_jv _ Permit # --�0 -3 Ins Date: Type of Tile: ��l�5,,¢ �' � �� Approx. Height —/ Floor. Type of Access: caffolds: Ladder: _' Slope: 3,12 Test date: - 4 - App. Sq.Ft. / Req. Force: 35 lbs. Testing Equipment. F -------------------------------------------------------------------------------------_----------------- TEST RESULTS P = PASS, F = FAIL .. 1 1 Tom€ , CJl►1iC ft' � 'u1t �t I7A01tit -� T c �►� T I T (I►i; zest (P} T,ese {I or I �caTltm Tie {P a�r.I± 1 P #4 li 21 41 61 81 2 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 39 59 79 99 20 40 60 80 J 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSENMLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. y Sub fted By- /_ 13 /P -to Vinayagar M. Balalwishnan V, P.E. State of Florida Lic # 63107 ,� r l.?St_..��. ... __. :: __ .___ _ _ _. � f �e,�LQfi�itP�lL` ' 10050 NE 2nd Ave Miami Shores, FI 33138 Phone 305. 795 -2204; Fax 305.756.8972 www.miamishoresvillage.com RE: Permit # t ` DATE: ®/ /O INSPECTION AFFIDAVIT licensed as a (n) Contractor/ Engineer/ Architect, (Print name and circle License Type) FS 468 Building Inspector License On or about ®�/ ��1� , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at A)'q /0 " "' — Xq'W (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retr Manual (Based on 553.844 F.S) J I Y/ Signature $tate 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 .� ' / - X4f - 0 tapv pue CAR=AIMMCWA9 MY COMMISSION #DDW7685 Notary Public, Sate of Florida at Large E '�-- -- EXPIRES. November 15, 2013 4���o ern�eu�ecr+�ys�oee b *General, Building, Residential, or Roofing Co ractors or any individual certified under 468 F.S. to make such an inspection. » Include photographs of each plane of the roof •th permit # and address # clearly shown marked on the deck for each inspection Miami Shores Village g MAR 3 ®2010 Building Department _ (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 L ® ® ®.®. ®.. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. / "r 0 " - PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofin Owner's Name (Fee Simple Titleholder) c Phone # Owner's Address Lf 1 % t o 3 fr City -JAJkMd� f State Zip (3 Tenant/Lessee Name Phone # Job Address (where the work is being done) me ( 0 3 City Miami Shores Village County Miami -Dade Zip r j / FOLIO/ PARCEL # I 1 - ?,0 te*0 1 �"� 70 Is Building Historically Designated YES NO Contractor's Company Name (Q IU P^ Phone # S90 S - - f Contractor's Address ?-730 �8 City State ("" _ Zip 503 D C P A Qualifier Name Lam.. Phone # State Certificate or egistration No. e, � '� �3 2 WO Certificate of Competency No. Architect/Engineer's Name (if applicable) r Phone # Value of Work For this Permit $ l G f ` G v - Square / Linear Footage Of Work: ?Sze 8 of Type of Work: ❑Addition ❑Alteration [ ❑ Repair Ep El Demolition Describe Work: N A c ( v,-A , 4j"Id A& FN Aft Ok - wpm I a Submittal Fee $ Permit Fee $ CCF $ MCC Notary $ Training/Education Fee $ Technology Fee $ $t Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In t Bence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature a Signature wne or Agent Contractor The foregoing instrument was acknowledged before me this _ The foregoing instrument was acknowledged before me this- day of per, t 20 tO, by �A j 6A 7 ` { 7 -1 • , day of 20 t 0 by ' d f. who is personally known to me or who has produced who ' ersonally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB NOTAR UBLIC: Sign: Sign: 1.,A -- Print: o : Prin : •p�' TAIMMCASIA MY COCNNIISSION My Commission Expires: * * # DD 907685 My Commission Expires: �, � EXPIRES: November 15, 2013 EXPIRES: November 15, 2013 f, o¢ .�„ budget N APPLICATION APPROVED BY: VA Plans Examiner Engineer Zoning (Revised 07 /10 /07) cc R� MAR 3 0 2W SECTION 1524 B_ HIGH VELOCITY HURRICANE ZONES REQUIRED Or'81ERS NOTIFICATION' FOP RO ®tG-- - - -- °® CO INS IOLERt;T10NS 1524.1 As it Perfai„s to this section, it is the responsibility of thr, roofing, contractor to provide the ov.ner with the required roofing permit, and to explain to 61e o:vner 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 installation Additionally, the following i,ems should be addressed as part of the agreement between the Ow ner nd the con,, actor. The ov✓ner's initial in the ao';a cent box indicates that the item has been explained. ar or the l A esthetics-Work The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) Purpose of providing that the roofing system meets the wind resistance and %eater intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to wo.kmansh-,: provisions. Aesthetic issues such as color or architectural appearance, That are not part of a zoning code, should be as part of the agreement between the ov:ner and the contractor. 2. Renailing Wood Decks: V�,'nen replacing roo ,ng, the existing good roof u�;cE, may have to be rena in ance with the current provisions of Chapter 16 (High Velocity Hurricane ZonaS n° the Elorid<. Build {rr Code. The roof deck, is usually concealed prior to removina the existing'rcof system). 3. Common Roofs: Common roofs are those which have no visible delin:.ati m between neighboring units (i.e. townhouses, condominiums, etc.). In buildinas with common roofs, the roo,`:; �y 0,;.Itractor and/or owner ;eowed uld notify the occupants of adjacent units of roofing v:cr'r, to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside thr. roof . eckinc can be from beige✓. / 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 omaintaining this appearance. 5Ponding Water: The current roof system and/or deck of the building may not drain well and may to pond (accumulate) in tow -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing ystem is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (watt outlets) are not provided. it may be necessary to instal( overflow scuppers in accordance with tin Florida Building Code, Plumbing. i T. Ventilation: Most roof structures should have *me ability to v r` natural airflow through the interior of t e structurat assembly (the building itself). The existing amou t !t may be beneficial to consider addifionat venting which can result in ext "" e ' "`` f. ' 3 er''s/ ant Signature _Date Co tracto Signature Sr. owes `4 At _ Property Address � 33i3k" Permit Number M ami Shores Village PR OVED BY DATE DEP ss 7) -, DEPT /off' /� ! c, ! -CT C O CCMPI.IANCE WITH ALL FEDERAL I \NU CC UN iY HULES AND REGULATIONS 1 t ' • t , a • High Velocity Hurricane Zone Uniform Roofing Permit Application Form j &.;,'!,'I -DADS COUNTY C Uitf ?It1G 1)FPA'r:7R`•1FNT ELECTRONIC APPLICATION S ction A (General Information) Ma ster Pe No. Process No. r __- II -- -- - --- -- Contrac N Jot) Addre Roof Category f Low S#ape f SecY;anica'#y f ^e Tde 1111 �f.'oriadA.d'{�•s7ve Set Tde Asphaltic Shincles f : ta# Panc#!Shir: -Ies {— Prescrip*,; e BUR -RAS t�10 C O ther: Roof Type New Roof l/ e- Roofiriy F Rec,-,;er.r,g r /'' , � Repair F f.4airticn•.r.:,.: Are there Gas Vent Stacks fixated on the roof? es �Y ;o €f yes. what t';p0 F 'latu� :i ; LPG Roof System Information Low slope roof area (ft.2) �� Steep Sloped area fft. =0 11 6 Total (ft.') t�Z 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 parapets. Perimeter Width (al: �� Corner Size (a' x a'): F ' 1 { t # # # I € € t ill I 1 I l # i l 1 I it I I I I I I l € I i f I I I I I I I I i i i € l € i € r / 1 j € } - # Page 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C ,(Low Slope Application Surfacing: Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment: (if a component is not used, identify as "NA ") Field: � " oc @ Lap, t Rows Z C � " oc System Manufacturer: C'AF IAPT�hk CoQ,poaTt +J Perimeter: f0 " oc C Lap, ;9 Rows � � � " oc Product Approval No.: Corner: 6 " oc G Lap, # Rows 4 oc Design Wind Pressures, From RAS 128 or Calculations: 3 Prnax1� � p t•2 Pmax2: - 92 Pmax3: l2�( Number of Fasteners Per Insulation Board: . Max. Design Pressure, from the specific Product Field Perimeter Corner I Approval system: 52. S Illustrate Components Note: and Details as J Deck: Applicable: ! Type: WOO D Woodblocking, Gutter, Edge T+:rmination, Stripping, Flashing, Continuous Cleat, Cant Strip, S--se t=,ashing, Counter- t Flashing, Coping, Etc. + Gauge/Thickness: t _ Indicate: tAean Roof Height, Parapet Height, Height of Base Slope: t�& ` t► + t2` Flashing, Component Material, tL',%leridl Thickness, Fastener Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): Pc,Y W -G *I Anchor/Base Sheet Fastener /Bonding Material: a 4 Insulation Base Layer: Base Insulation Size and Thickness: saw 'S 9: FT t�IOtJE C) Base Insulation Fastener/Bonding Material: Para yn 3 �p i Y � . Heig ht_ Top Insulation Layer: 1 i Top Insulation Size and Thickness: ' FT- �.o___. Top Insulation Fastener /Bonding Material: WoO� Mean .r-- _. ;. Roof Base Sheet(s) & No. of Ply(s): /� R.aa,rSAAoK NAi<- i Height Base Sheet Fastener/Bonding Ply Sheet(s) & No. of Ply(s): 2- P4 `( ( "AS INK- 4- f Ply Sheet Fastener /Bonding Material: V—o Ae O. 1 c.T Top Ply: CAOSt,T Top Ply Fastener /Bonding Material: t-o Rsp ",P. , - r FLORIDA BUILDING CODE — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a - • Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Aupi.cation F3rri. • Section D (Steep Sloped Rocif System Roof System Manufacturer: tf:.l? Notice of Acceptance Number: Minimum Design Wind Pressures_, If. Applicable (From RAS 127 or Calculations) : . ^��/ _ � f P2: 1 Maximum Design Pressure (From the Product Approval Specific System):. P�ltu//r P i4 �0 Steep Sloped Roof System Description i Deck Type: w d O n Rg�f Slope: ,1 Type Underlayment: l , 7 3p�}S F•y�E�FR�tG4c�y >7 12 i t ' Insulation: Fire Barrier: I Ridge Ventilation? ��, Fastener Type &Spacing: t(,�'I /Va ri N aNk 't Adhesive Type: j.r A�SQ�}AL.T Type Cap Sheet: 1 11 i Mean Roof Height: 13"" j Roof Covering: i ` Type & Size Drip ��,k Edge: 15.34 FLORIDA BUILDING CODE — BUILDING ROOF. A$$EMBLIES AND ROOFTOP STRUCTURES F Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Porntit.Appiicat:tar, Form. Section E (Tile Calculations) For Moment based the zystems. choose either Method 1 or 2. Compare the values for M with the value. from Mf. If the Mf values are greater than or equal to the M values. for each area of the roof, then the tile attachment r-eth•td •, acceluaule. Method I - Moment Based Tile ralrula Pe) Rt.S 12"' yo a2�� � Mg: =M J t � Product Approval Mf q .? , (P,: _ -Mg: � _ = M .I4 Product Approval M, !) (Pa: �t f? L � " , . Mg; 5'3 = M 7 Product Approval M Method 2 - Simplified Tile Calculation% Per Table Beloµ" Required Moment of Resistance (Mr) From Table Below Product Approval M{ M required Moment Resistance' Mean Roof Height j Roof Slope ! 15' 20' 25' 30' 40' 2:12 I 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37A 39.8 4:12 + 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. if the F values are greater than or equal to the Fr values. for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based T Calculations Per RAS 127" (P x L = x w: = - W: x cos B = F Product Approval F (Po: x L = x w. = 1- W: x cos B = Fr2 Product Approval F fP.A: x L x vt: _ _) - W: x cos B = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 137 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier d Product Approval Restoring Moment duTto M8 product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment F Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L - length Product Approval W - width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 MM I DADS MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77 h Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay 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 NOA #06- 0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 . Expiration Date: IV16112 Approval Date: 12120107 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: clay I. SCOPE This renews roofmg system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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 Applicant Dimensions Specifications Description Altusa One Piece `S' L = 18 /a" TAS 112 High profile clay roof tile. For direct deck or Tile W =10.5" batten nail -on, mortar set or adhesive set 1 h" thick nominal applications with minimal headlap of 2- 1 /2" 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width. varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. Clip L = 6" TAS 114 Tile clip D = 0.125" Cup L &h = 2" TAS 114 L Shaped tile clip W = 1 /2" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test NamelReport Date IBA Consultants, Inc. 2397 -116 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7200 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick -Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 d NOA No.: 07 -0919.05 Y Expiration Date: 12/16/12 Approval Date: 12=07 Page 2 of 7 Test Agency Test Identifier Test Name/Renort Date PRI Asphalt Technology, Inc. CLF- 003 -02 -01 TAS 102 October 2001 Redland Technologies 7161 -03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -0n) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 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 -7584 December 1996 25- 7804b -8 25- 78044 & 5 3. LEWTATIONS 25- 7848 -6 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0919.05 C? Expiration Date: 12116/12 Approval Date: 12/20/07 Page 3 of 7 Table 1: Average Weight (VII) and Dimensions (I x w } Tile Profile Weight- W'(Ibf) length -I (ft) Width -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Table vnamic Multipliers - ft Tile I (ft) Profile Batten A Ilcation Direct Deck Application Altusa 'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Gra - M ft -lbf The 3":12 4°: 12 5 ": 12" 6 12" 7 ": 12" or Profile or less rester Altusa'S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lb#) for Nail -On Systems The Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 16/32" plywood) plywood) Altusa 'S' Tile 2 -10d Rin Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2 -10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 18 Screw 28.7 28.7 WA 248 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw 23.1 23.1 19.0 Shank Nail f=ield Cli 1 -10d Smooth or Screw 29:3 29.3 24.0 Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Cli 1 Screw with Altusa Clip See cll details Altusa "S° 1 Screw with clip (at the 187.1 187.1 WA Tile' head of the Altusa "S" 1 Screw with clip (at the 35.2 35.2 WA Tile' water course of the 1. Screw must be installed in the inside nail hole located nearest to the hump of the lile. NOA No.: 07- 0919.05 Y Expiration Date: 12/16112 Approval Date: 12/20/07 Page 4 of 7 Table S: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Ea q Adhesive Set Systems Tile rile Application Minimum Attachment Profile Resistance Altusa'S' Tile Adhesive 291 2 See manufactures component approval for installation re uirements. 3 Flexible Products Company TlleBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per a 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Sin le Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa 'S' Tile Polyfoarn Polypro 66.5 Polyfoam PolyProTm 38 4 Lar add lacement of 63 grams of P ProTm. 5 Medium Raddy Placement of 24 grams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa 'S' Tile Mortar Set 24,50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". SIC �C SIC ALA MADE IN VENEZUELA IDENTIFICATION MARS FOR ALTUSA °S' CLAY ROOF T H.E 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. a NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 PROFILE DRAWINGS ALTusA `S' CLAY ROOF TILE 0 CLIP DETAILS "SPANISH S° TILE BY ALTUS (TYP " 2 -112° OVERLAP (COVERS PIN HOLE) 0 SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE i i DECK' CLIP WITH ONE (1) SCREW ATTACHED TO DECK CUP PLACEMENT DETAIL 0 • I i i CUP i NOA No.: 07-0919.05 Expiration Date: 12116112 Approval Date: 12/20107 Page 6 of 7 i I SCREW(HOLD CLIP DETAILS (CON'T) "SPANISH S" TILE BY ALTURA (TYP.) 21/1" OVERLAP (COVERS PIN HOLE) SCREW (HOLDS CLIP ONTO DECK) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE t t 1 DECK CLIP PLACEMENT DETAIL 1 1/4' 1314' 314' str 518' X GALVANIZED 3.00° METAL CLIP DECK 2 1/2' SCREW END OF THIS ACCEPTANCE i 1 a NOA No.: 07- 0919.05 Y FApiration Date: 12!16/12 Approval Date: 12!20/07 Page 7 of 7 I M I A M MADE MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 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: MLT TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages i through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.02 Expiration Date: 07/31112 Muva� Approval Date: 05/15/08 Page I of 3 s ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description MLT TileSeal 36" x 33.3' rolls TAS 103 SBS self - adhering asphalt sheet 36" x 66.7' rolls material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. EVIDENCE SUBMITTED: Test Agen cy Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT- Arcon, Inc. • 02 -012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI- 006 -02 -01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI - 008 -02 -01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI- 045 -02 -01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI- 053 -02 -01 ASTM D 4798 & ASTM G 155 05/01/08 APPROVED ASSEMBLIES: Deck Type 1: Wood, non - insulated, new construction Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of MLT TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with MLT TileSeal Underlayment is acceptable. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 08- 0107.02 M Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 2 of 3 LIMITATIONS: I . Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12" 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MLT TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAM CO UNTY END OF THIS ACCEPTANCE NOA No.: 08- 0107.02 Expiration Date: 07/31/12 MIAMMDADECOUNTY Approval Date: 05/15/08 ` Page 3 of 3 a M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING, BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06- 0201.02 " Y Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro* AH160 as manufactured by Polyfoam Products, Inc. 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 Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 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 Polyprog AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF 1000 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 Poiypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pr_ open y Test Results Density ASTM D 1622 1.6 lbs. /ft. 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 @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 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: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 r EVIDENCE SUBMITTED: Test Agency Test Identifier _Test Name/Report Date Center for Applied Engineering 494 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproV All 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 Polypro® 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. gyF;. W 2: MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 4 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproO AH160. 2. Polyprog 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 Polypro® 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. PolyproO AHl 60 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. PolyproO AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall he 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 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. _ NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy (Beneath Th) Nail through plastic cement +(BeneathTh) Underlayment Urx leriaymerd i e - 10 in. 21n o Fascia EMCIRM Fescia war courseonly favecourseonly: Bavectosme Eavegoame Keepadhesivaapprox. Keep adlatsksapprox. Dripedge 41n uplrauwu hales 4inuphinweepholes Nail through plastic cement ��,,..... Paddy Ma n" Ttle) 1yPiar: e enough addesivetoachieve17 Opflanal2x4'sfor Undodayment square Inches in carried with the pan do steoP plich moons Nall though plash cement 2)Tum covers upsidedown. Place adheshre 1 in. To 1 in. From outside edge otcover ttie- Theninstall totfle. o to in. Underiaymant 21n. / o o �r Eve COwse EanClasare N. Fascia + . frooro s h only- approL 4 up w eave Sheatidng course cow fi s. Atadtosecondcaamoof pen tiles. F.asure ewve and of Optionall panendwMI - assn PowupMortar Bush at saw On. on l bw Ea" elosure Weephole Fascia Bo (molar shown) NOA No.: 06-0201.02 " Expiration Date: 05/10/11 " Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement / paddy (8ereath TOO) Nail through plastic cement Pa" (tisneathTug) Undedayment °� UndedaymeM i 71n. i 2In. ° 7 in. 2 In. ° Eave Cause Fascia Fascia Wee Ease Eaveclosure EaveC� sure Drip edge Nail through plastle cement _�--- ft* (W ath Ttie) Uralerlayment ° T in. i In. Eave Closure Eave comma Fascia r NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tile (between fife) unde"nent Single paddy between the Faddy 2In. x 71n. medium {under tile} ° she paddy eave course only Single % n. x 3 in. i � 3 In under the } x 3 n. / 4 in. Single paddy on 2 In. 4 In. Single 2 in, under- paddy on layment under- ° layment Single paddy Fascia Eave course on top of file Wee on top p off the 21n. X 7 in. medium Course Eave closure dy saw % Fascia cours only Drip edge Nail through plastic cement Single paddy under file Single paddy between file- In. x 3 in. 4 in Single paddy on underlayment 2 n. ° Single paddy Eave Closure on top of file 2 in. x 7 in. medium Save Course Fascsb ply am course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 U ,L Underwriters Laboratories In � ) - tl�o(W) r,� -6,9.. Junc 23, 2004 1 I.&. Milk Gada GAF Materials Corporation 1361 AIps Road Waync, NJ 07470-36 Our Refcrc=.- 89684 Dear Mr_ Gads: This is in response to our phone conversation today. The follovring roofing syst,-= mcet (lass A cntcria. per ANSI/UL790/ASTM E108 based on daxa: De* C -15132 Incline: 2 Iusalaiiou� �a�Eioual)llsatyisa� +� mmu6muy A#*W6, or hot mopped, any mess. Base Shoes GAFGW St dm ca M& r Vending Base Sheet) or Type 02. hot mopped Fly Shat: Twn or more Pftes Typo GI or R6erroid Mop Smooth or IWbeWld 20, hot mapPe Mmbm= OAFGI AS M=I S &cc Cap Shoct, hot moWXL i . If any qua adsc onthe above, pk= ausbt tic WdW- vec9uYYm °. "'Xe6< I Dougtss a 1fifix Er&oeft Group Leader F=ProtecdwDiYtdm -- - M I A M I DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NO'T`ICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material 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 Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 and revises NOA No. 03- 0501.05 and consists of pages I thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MIAMI•DADECOUN Y Approval Date: 03/20108 ® Page 1 of 19 ROOFING SY STEM APPROVAL Category: Roofing Sub - Category BUR Deck TY e: Wood Maximum Design sure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM Matrixrm 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built -up roofing. Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion Fibered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof ASTM D -3409 stabilizer and fibers' Permits adhesion to Cement wet and dry surfaces. RUBEROld' Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement, 201 Premium SBS Flashing Cement GAFGLAS" #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 M►AM t�17Y Approval Date: 03/20108 Page 2 of 19 Test Product Product Dimensions Specification Description GAFGLAS #80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with Flex P1yTM 6 wide asphalt coating. GAFGLAS" Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLAS Mineral 39.37" (l meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAS' 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT EnergyCoteT" GAFGLAS' 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS' 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM Smooth wide polymer - modified asphalt and smooth surfaced. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat - WeIdTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS I meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat - WeIdTM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROIl)' SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat WeIdTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROe SBS I meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat - Weld''" PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS 1 meter (39.37 ") ASTM D -6164 Non - Woven Polyester mat coated with Heat - WeIdTM 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type 11, UL modified base sheet Type G2 BUR NOA No.: 07- 1219.09 Expiration Date: 11/Q4/13 M�et •DADECOUNTY Approval Date: 03/20/08 ■III Page 3 of 19 4 Test Product Product Dimensions Specification Description RUBEROID 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply sheet reinforce with a glass fiber mat. RUBEROID Mop 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID Mop Plus 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer- modified asphalt and smooth surfaced. RUBEROID MOP 39.3 T' (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROIDO MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID" TORCH 39.37" (1 meter) ASTM U 5147 Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROID' TORCH 3937" (1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced Granule wide with mineral granule. RUBEROID' TORCH 39.37" (1 meter) . ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide. ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 30 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID 30 FR 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID 39.37" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUBEROID Dual FR 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built-up plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 MIAMI•DADE CO Expiration Date: 11/04/13 UNTY Approval Date: 03/20/08 Page 4 of 19 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non- fbered aluminum pigmented, asphalt 302 Non Fibered Type 1 roof coating. Aluminum Roof Coating GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt bulk Types I, 11, I1I and IV RUBEROID MOD 60 lb. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBuster MatrixTM 2 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. SeamCoteTM 2, 5 gallons proprietary Elastomerie roofing membrane. FireOutTM 5, 55 gallons Low VOC, fire barrier coating. VersaShield'' 350 sq ft. roll Non- Asphaltic Fiberglass -Based Underlayment. VersaShiele FB -I S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. VersaShiele FB -2S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. TOPCOAT' FireShiele 5, 55 gallons ASTM D -412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D 1475 ASTM E -1644 Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07- 1219.09 Expiration Date: 11104113 MIAMI•DAOE ouNTY Approval Date: 03/20/08 Page 5 of 19 Test Product Product Dimensions Specification Description Leak Buster" MatrixTm 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non- Fbered aluminum pigmented, asphalt 304 Non Fibered Type l roof coating. Aluminum Roof Coating APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM RA, RN Polyisocyanurate foam insulation BMCA ' Composite A & N Polyisocyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite perlite insulation. EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board. GAF Materials Corp. EnergyGuardTM GAFCANTTM Cut perlite board GAF Materials Corp. EnergyGuardTM Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard Eni rgyGuardTM Composite Polyisocyanurate /wood fiberboard BMCA composite EnergyGuardTM Composite RA Polyisocyanurate/wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck', Dens Deck Prime, Water resistant gypsum board G -P Gypsum Corp Dens Deck' Dura GuardTM Structodek Wood fiber insulation board Knight Celotex SecurockTM Fiber reinforced roof board USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MlAM! UA a counrnr Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -TecTM #12 Standard, Insulation fastener and Various GAF Materials Corp. #14 and #15 extra Heavy Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing- Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill- Various GAF Materials Corp. TecTM Fasteners and metal and plastic plates. 3. Drill -TecTM #12 or #14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill -TecTM Galvalume Round Galvalume stress 3" and 3 '1a" GAF Materials Corp. Plates plates. 5. Drill -TecTM Round polypropylene 3" and 3 %2" GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill -TecTM AccuTrac Square Galvalume 3" Square GAF Materials Corp. Plate coated steel plate. EVIDENCE SUBMITTED: Test Agencv Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.I.3B9Q I .AM 4470 01.08.98 J.I.ODOA8.AM 4470 07.09.99 J.I.OD i A8.AM 4470 - TAS 114 07.29.94 J.I.OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS 114 05.11.07 PRI Asphalt Technologies, Inc. GAF - 012 -02 -02 Physical Properties 11.06.01 GAF - 020 -02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02 -005 TAS 114 01.18.02 02 -014 TAS 114 03.22.02 NOA No.: 07- 1219.09 MlAMhDAQE CO Expiration Date: 11/04/13 t UNTY Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Wood, Non- insulated Deck Description: 19/3211 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS' #80 ULTIMATM Base Sheet, STRATAVENTO Eliminatofrm Nailable, RUBEROID Modified Base Sheet, RUBEROIO 20, RUBEROID Heat- WeldTM Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLASQ 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 975 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 -SZ.S psf, See General Limitation #7) i GAFGLAS #80ULTIMATM, RUBEROID RUBEROV Mop Smooth, base sheet attached to deck with approved 1 %4 annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener Spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above 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.: 07- 1219.09 MIAMt•L)ADECOUNTY Expiration Date: 11/04/13 • • •. Approval Date: 03120/08 Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 414 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf; See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROIIY' MOP Smooth or RUBEROO 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (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 gal. /sq. 2. GAFGLAe Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a ful I mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 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 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteg roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT' Fireshield' SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 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 NOA No.: 07- 1219.09 M►aMiaaaeeouNnr Expiration Date: 11/04/13 � i Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' / a" Dens DeckTm or %Z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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 EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center, of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is 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 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MIAt+IbDADE 411NE Approval Date: 03/20/08 Page 19 of 19 r NOTICIE OF COMMENCEMENT � 1111I1 ����� 11111 1111111111111111 A REC ORDED C60Y MUST 84 POSTED ON THE JOB SITE AT TIME OF FIRST I SPECTION C FH 201 O R 0 02 6 5 OR Bk 27141 Ps 12261 (1,os3 IIEIIMIT NO. TAX FOLIO NO. /P- 3�oGr0 /7� 01 HARVEY RUVINt CLER OF COURT MIAMI -DACE COUNTYr FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives no.tce that improvemen #s'Wlll lie made to certain rQal property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 9 F I Space above reserved for use of recording 1. Legal description of:property and street/address: �ya Ate /bjr 6Y" stfzA* / 2. Description Of improvenierit: Xp eF1WC 3.Owner(s) name and address: _ Interest in property: Name and address of fee simple titleholder. 4. Contractor's Contractor's name, address and phone numb .Eta 78n W 7'8 . 5. Sure 6 ty (Payment bond required by owner from contract r, It any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: ,, w�i s rn Tl; OF I"LORIDA, cCUNTY O!= >�ADF 7. Persons within the stats of Florida desigg4ted by O ner upon whom f er ,j Section 713,13(1)(2 7., Florida Statutes, °' r'n� d a W - Ar ved - Name, address and phone number. g �p & AF w A Ida r 8- in addition tb himself, Owners deslarrates the - following person(s) to rep�i e a cop f e or's s po �rid eid 713.13(1)(b), Florida Statutes. . W Name, address and phone f' 9. Expiration aate Of this Notice of CommencerTlent: (the expiration date Is 1 yeat from the date of recordmg unless a diffamd date is .Wmeo WARNING TO OWNER: ANY PAYMENTS MADE SY THE OWNER AFTER THE EXPIRATION OF'THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST ae RECORDED AN Q POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 1'OU INTEND TO OOTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE :09t COMM i WORK OIL RHOOR G YOUR NOTICE OF COMMENCEMENT. Signal of 0 s) own r hariaed Officer /Dtrectorli'srtn ®r /Manager f z ° , ff Prin me �t1 � r �A-S Sy Tit! /Ofifioc Print Name STATE OF FLORIDA rtle/Off{ce COUNTY OF MIAMI -DADE The fore 0in i s � �9 .jtn�ir�aentw, acknowledged before me this day of , By Individually, or O as for Personally known, or 'Cprcx,;1uced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) _VERIPI T,q I r�SUANT O C�r:rr aY• rn OARtDSAIBl�T4MW Under P 9N 925 RID STAT # # penalties of e v ry+ I declare that I have read the foregoing and gy�DNdDD9D that the fee stated In it bIre EXPIRES: OMM ION 11 D 16, 2013 true, to the best of my knowledge and belief. p '�`° 3e�vlws Signal of Own ( or ner(s orfzed Officer /Direcror/Partner /Manager who signed abdvw. -... by � �� ,�� !3y min Wpm Miami Shores Village MR 10050 N.E.. 2nd Avenue, ` q Miami Shores, FL 33138 - 0000° ° y Phone• (305)795 -2204 w l" �< " r .; E P roject Ad dress Parcel Number Applicant 470 103 Street 1132060170720 Miami Shores, FL 33138 -2457 Block: Lot MARIE THOMAS Ow Inform ation Address Phone Cell MARIE THOMAS 470 103 Street MIAMI SHORES FL 33138 -2457 Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 FLORID ROO TECH CORP 305 - 557 -9685 Total Sq Feet: 2568 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU TILE (305)762 -4949 Classification: Residential Available Inspections: _ Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $10.20 RF -1 -10 -36795 $ 389.20 $ 50.00 Education Surcharge $3.40 - Permit Fee - New Roof $300.00 RF -1 -10 -36795 $ 389.20 $ 389.20 $ 0.00 Scanning Fee $12.00 Check #: 8038 Submittal Fee $50.00 Technology Fee $ 13.60 Total: $389.20 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 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. January 22, 2010 Authorized Signature: Owner / Applicant / Contractor 0 Agent Date Building Department Copy January 22, 2010 "_` 1 Miami Shores Village 0 ET Building Department . JAN ® 8 2010 fo050 N.E.2nd Avenue, Miami Shores, Florida 33138 �/ B IeM®s®®so ®ms�re®sawsw• Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing I � Owner's Name (Fee Simple Titleholder) "' 7W AS Phone # Owner's Address ( 170 AIC / 03 sr city �- State FL. Zip 33 3�C' Tenant/Lessee Name Phone # Job Address (where the work is being done) q oe / s City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO f `3 Aj 61 Contractor's Company Name rl- 481C /�G /� Phone 11 Contractor's Ad ess 730 W - 7 8 c7� City �lt ;1G4 — A State ZIP Qualifier Name ` Ql,�(/�,(�• - Phone # State Certificate or Registration No. ��'� �- t ,Xa AT7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ (� Square /Linear Footage Of Work: Type of Work: DAddition ElAheration P New (] Repair epl ❑ Demolition Describe Work: C fL_ ` L s� r Submittal Fee $ " Permit Fee $ CCU' $ !� qw k Notary $ Training/Education Fee $ for �� : Scanning $ 00 I'- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �3 / • Z�� See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will he 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 YAM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Si 14�1 Si Z gnature or ent Contractor Tstrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 LO by 1 day of ,S 21k? by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identificatio ad NOTARY P IC OtARr Pu�4 NOTARY C: 0-,e- MY COMMWION # DD 907885 e ; •• • ; GARLOS ALBERTO CASAS * * EXPIRES: November 15, 2013 * MY COMMISSION � DD 907685 s ,� EXPIRES: November 15, 2013 P z Sign: L..✓ . q,F,F+.v ft"T11rUW"seairas Sign: Print: Print: My Co sion Expires: My Co ion Expires: APPLICATION APPROVED BY: � '�� Plans Examiner Engineer Zoning (Revised 07/10/07) Ott 'NER'S AFFIDAVIT OF EXE1\1PTION ROOF TO NVALL COIN NECTION ITURRICANE MITIGATION RETROFIT FOR ExISTING SITE - BUILT SINGLE FAINI RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite I I I Miami, FL 33175 Re: Owner's Name �fy,�j Property Address V70 'V e .9yomov. I�G.. 331-vr Roofing Permit Number Dear Building Official: 1 I� �uL` V _ Tilrma -� 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 Code (1994 SFBC). a gnature o rop Owner Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADS Sworn to and subscribed before me this _ . 5' day of , 20 (SEAL) R. rO .'* CARLOS AI.QFfI I V MA * * MY COMMISSION Ii DO 907665 EXPIRES: November 15, 2013 Personally known I M" o, r a o r Produced Identification 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 nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C g)O WMnu ✓d 3 0Un,NC IVY D*C Wna/Itf41i1ti W0dPM.maOfxi( Aff44vil C4"1W%0 ,%4 07FAIW d" Property Information Report Page 1 of 1 My Home Property Information Report Summary Details: Folio No.: i e — Z® (&> w 7 _ 07ty Property: 470 NE 103 ST Mailing Address: MARIE J THOMAS 470 NE 103 ST MIAMI SHORES FL 33138 - Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Bed'aaths: 312 Floors: 1 Living Units: 1 Adj Sq Footage: 1,782 Lot Size: 6,000 SO FT Year Built: 1953 Legal Description: AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 4 BLK 92 LOT SIZE 50.000 X 120 OR 13724 -359 0688 6 OR 26793-0038 0309 30 Assessment Information: Year 2009 2008 Land Value: $86,751 $192,567 Building Value: $177,966 Market Value: $209,980 $370,533 Assessed Value: $105,368 $105,263 exemption Information: Year 2009 2008 $25,000 $25,000 YES YES Taxable Value Intonation: Year. 2009 2008 Taxing Authority: Applied Exemption/ Applied Exemption/ Taxable Value: Taxable Value: Regional: $50,0001$55,368 $50,0001$55,263 County: $50,0001$55,368 $50,000 /$55,263 City: $50,000/$55,368 $50,000 )$55,263 School Board: $25 $25,000 /$80,263 Sale Information: Sate Date: 312009 Sale Amount $100 Sale O/R: Sales Qualification Description: Transaction involving affiliated parties {family, corporate, business, landlord - tenant). This report was created on 12/26/200912:21:21 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. h4://gisims2.miamidade.gov/myhome/Propte"fint.asp?folio=l 132060170720&ircmd- 12/26/2009 DATE (MMfODm) CERTIFICATE OF LIABILITY INSURANCE 1 12/21/2009 PRODUCER Serial # 083540 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FRANKCRUM INSURANCE AGENCY INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 100 S. MISSOURI AVE. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CLEARWATER FL 33756 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: FRANK WINSTON CRUM INSURANCE, INC. INSURER B: FrankCrum 1 -800- 277 -1620 INSURER C: 100 S MISSOURI AVENUE INSURER D: CLEARWATER FL 33756 INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADM TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRD DATE MMIDD DATE MM1DD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE Anyone fire $ CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPfOP AGG $ POLICY DPROJECT r LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON -0WNED AUTOS PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS f UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STAT L OTHER A EMPLOYERS' LIABILITY W C201000000 01/01/2010 01/01/2011 X TORY LIMITS ANY PROPRIETOR I PARTNER f EXECUTIVE i OFFICER f MEMBER EXCLUDED? E.L. EACH ACCIDENT $ 1.000.000 Ryes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000+000 OTHER DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT t SPECIAL PROVISIONS THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS IN GOOD STANDING WITH FrankCrum COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrum EFFECTIVE 05/13/2003, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO FLORIDA ROOF TECH CORP. 305 - 558 -4883 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR CITY OF MIAMI SHORES REPRESENTATIVES. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAMI FL 33138 ��� j 4o re6 Page I of RO I p ..-3 FLORIDA ROO FTECHU ROOFING DONE RIGHT GUARANTEED R Proposal /Contract R Tile TU and Cap ,rritials� To Marie J. Thomas Date Tuesday, January 05, 2010 Job Address 470 NE 103 street Home #: (305) 759 -2215 Miami Shores, F1- 33138 _ - WailingAddress: 47oNE103street Cell #: (305) 926 - 7239 Miami Shares, F7 - 33138 SCOPE OF WORK We hereby submit specifications and estimates subject to all terms and conditions as set forth herein, and listed as follows: ROOF TILE SYSTEM Total roof size: 2,568 square feet / Story 1 story Slope roof size: 1,880 square feet J t . - ' - ewg its Flat roof size: 688 square feet. I) Obtain before commencing required mun' ' g permit. - 2) File notice of commencement at cle 5.713.135 Florida Statutes. 3) Tear off existing roof system dowp eathing or smooth workable surface and haul away all roofing debris. 4) Remove & replace all deteriorated, wood of which up to I00' Ln.Ft. of 1"x6" or 1 "x8" tongue & groove Board or up to 3 sheets of % ", 41x8' plywood is included in the contract price. Wood rep over 100' La.Ft. or 3 sheets of plywood, will be charged as follows: Wood sheathing (1x6, 1x8 T &G) at $3.65 per Ln.Ft., %x" & %" Plywood Sheathing $95.00 per Plywood $145.00 per sheet, %- Plywood Sheathing $14'5.06 per sheet. White board Fascia {ix4, 1x6, 1x8) $6.00 Ln.Ft., Fascia (1x10) $7.60 Ln.Ft. (I x12) $8.70 Ln. (2x4, 2x6, 4) $9.35 LnXt., Fascia (2x10) $10.90 Ln.4 Fascia (2x12) $1:4.30, Cedar Fasciwpdd tional $3.95 UK above normal fascia prices. Rafter or Rafters ends ) $7.60 Ln) t ltaftcr (2x8) $8 70 Ft Rafter (2x10).$9 Sd Ft., Raftet� (2xi2) ffii2 10 Ft, Rafter (3x6, 4x4) $13.20 UFL, Rafter (4x6) $16.50 UYL, Rafter (4 60 Ln.F L, z8) $17. n. $; (3z & 4 FL, C drW $5.50 lineal foot above normal rafter prices. 1 x2 Furring Stri per Ln.Ft.. *) O(i sheet, Soffit Board (IM, l x6, ix8) $10.00 Ln.Ft., Soffit 0, 1x12)$12. tt Scr Ln '' /4" ) $2.20 soffit Screen (4x12, to 6x16) $19.00 each, 12" roof in ittes $175 ; Note: We do not do painting therefore we do not paint any led it is s tbitity t o " damage. All lumber & extra charges are payable &due upon ' on. Owner or owner's.rerresenta(ive to be present during 1u4nbtu tngtaltatrtnt or t_ cuntnaptt+r'a p ents are deemed final. Note: Each draw and invoice must before we n,lt6 the alit x 8 5) Re -nail wood sheathing as per F Building Code Chapter 23. .x 6) Install one (1) ply of anchor sheet (A D226) #30 roof felt mechanically attached to wood sheathing"- 1 4" RS nails 6" o.c. lap, 12" o.c. field in compliance with roof system (NO Florida Building Code chapter 15. 7) Furnish and Install new drip edge 3 x 3 brown metal, nailed 4" o.c. (minimum K" separation from fascia as necessary) 8) Prime all surfaces bonding new roofing membranes to metal with ASTM D-41 primer. 9) Valley area: Install 16" 26 gauge metal valley nailed at 6" o.c. on both sides to prevent it from lifting. If needed. 10) Over installed anchor sheet, apply one layer of self adhering Tile underlayment installed as per manufacturer's specifications, back nailed 12" o -c- not allowing roof felt from slipping with weight of roof tile. 11) Furnish and install all new lead sleeve type pipe flashing & galvanized roof vents (except gas water heater vents). 13) Furnish and i : '010A 'SP*J1$,Y%b " roof tiles, all roof tile to be installed with (PolyPro foam) adhesive set method. Initials _� G'''d+f ft b 1 4) TILE UPLIFT TEST performed in accordance to the Florida Building Code (TAS) No. 101 -95 by an approved laboratory included in contract price. 15) All valley, ridges and hip to et and point in a bed of mortar cement matching color of new roof tile. Eape edge (weep holes) to be metal X , or Mortar z 1471, to gray x , or matching color of Tiles x ' 16) All roof tile at valley areas will be cut with diamond blades. 17) All lead sleeve and galvanized roof vents to be painted matching new roof the color. (Except turbines and water heater gas vent if any) 18) On adhesive set tiles application at an incline from 4'/ ::12 and up should have the first course tile mechanically fastened, additionally for inclines of 6:12 and over should have every third the of every fifth course mechanically fastened. 19) All roof penetrations shall be scaled with flashing roof cement (asbestos free). 20) All roofing work shall be done according with manufacturer notice of acceptance (NOA) and Florida Roofing Code chapter 15. -____ - - ------- _-- T —_ - -- State License No. CCC 1327495 - - -- - -- - -- 2730 West 78 Street, Hialeah, Florida 33016 9 Phone: (305) 557 -9685 a Fax: (305) 558 -4883 High Velocity Hurricane Zone Uniform Roofin g rnt Per ` t Application Form MIAMI -DADS COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATI INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PE APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOT ' RMIT ED BELOW. Roof System Required Sections of.the Attachments Required Permit Application Form See List Below Low Slope Application °•• A ' B ' C 1,2,3 4 ... 8888.. Prescriptive BUR RAS 150 B 4, 5,6 , 7 u •e..�; Asphaltic Shingles ��' • • A, B D 8888.. 1,2 4 5,6 "° •• • Concrete or Clay ' ••••• y Tile A, B, 0, E 88 1,2,3,4 ,� 'y' Metal Roofs s �; " �` •08• :0 A, B, D ... i,2,3A 00 Wood Shingles and Shakes A, B D – - - —^ •8008• ' �.1�Kr fi .9_ 1 ,2,-;,5,6 • 4 .0000. As Applicable 1 2 • ATTACHMENTS REQUIRED 1 •. Fire Directory Listing Page 2 From the Miami -Dade Count E R � � Notice of Acceptance Miami Shores Village � NOA Cover Sheet a NOA Specific System Description APPROVED BY DATE NOA Specific System Limitations ZONING DEPT NOA General Limitations BLDG DEPT Applicable Detail Drawings r SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 3• Design Caiculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4• Other Component Notice of Acceptances 5• Municipal Permit Application 6 . Owners Notification for Roofing Considerations (Appendix " F" Form) Re-roofing Repairs Only g or 7• Any Required Roof Testing/Calculation Documentation Any other additional data reasonably required by the Buildin O to determine the Integrity of the roofing system. g ffictal Page 1 SECTION 1524 HiGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installation$. Additionally, the following items should be addressed as part of the agreement between the W 1 owner nd th e contractor. The owner's initial in the adjacent box indicates that the item has been explained. . 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,?A1& intrusion performance standards. Aesthetics (appearance) issues are not a consideration J{ith tC"CrkmanSltip••• Provisions. Aesthetic issues such as color or architectural appearance, that are not part oft zon : should*, be ad essed as part of the agreement between the owner and the contractor. • • • • • • • • 0000.. 2. Renailing Wood Decks: When replacing rooting, the existing wood roof • �?CE� •• • • 0000.. in accordance with the current provisions of Chapter 16 (High Velocity, Hurricane ZS'of Y ip • the P78r(a B IdtA•• Code. he roof deck is usually concealed prior to removing the existing oof systems • • • • • • • 00000 �Z . . 00 00 00 Common Roofs: Common roofs are those which have no visible delirZeat�vr= between Neighboring • • • units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contracl%,AMjor owt>e ;eo O'ify' jyed ld n he occupants of adjacent units of roofing work to be performed. • • . . • • . 000000 00 4- Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roofeieol��ing can • 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 Wuse maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original jr0ofiZngystem is removed. Ponding conditions should be corrected. G. 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 (wail outlets) are not provided. It may be necessary to install overflow scuppers in accordance with th Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the ervi i e of the roof. er's! ent Signature Oate Co tracto Signature X70 A /03 rr. At •sib c Property Address 33i3d,. Permit Number Rev.• Services, Building Department High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) Master Per No. Process No. Contractor's Name: Job Address: Roof Category Low Slope r Mechanically Fastened Tile Mortar /Adhesive SeF'M1b ttt • • 0000 00000• r Asphaltic Shingles r Metal Panel /Shingles r V /S6akes • • • 0000•• • r Prescriptive BUR -RAS 150 0 • • • • 0 • • • • • • Other: • 0000•• • • • 0000 0000•• •000 • • Roof Type '••• ••00 0 . 00 . ...... • • r New Roof PI/Re-Roofing r Recovering r Repair r MaintensmAo •• 000000 •• 0 0 0 000000 •00.0• • 0 • _ Are th G V ent Stacks l ocated on the roof? r Yes r No If yes, what type? r I Natural 0 r Lpt 0 0604:0 —0 • • • • • • 000000 Roof System Information •• 0 .00 • • Low slope roof area (ft 2 ) Steep SSloped area (ft.z} i� Total (ft 2) • 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 parapets. Perimeter Width (a7: Corner Size (a' x a'): �� i 1 # f s # if ; # F I f t a i # # # # r, # # r i # # i # # i ' t # i Page 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used, identify as "NA") c Field: ` " oc @Lap, #Rows 7 — @ oc System Manufacturer: CsA' )AkQA' {,, etepdaT6 Product Approval No.: Perimeter: (P " oc @ Lap, # Rows @ (o " oc � �"^'��q.� Corner: b " oc @ Lap, # Rows @,' '"';oc . . Design Wind Pressures, From RAS 128 or Calculations: d!••• 0000 00 00 • Q Number of Fasteners Per intpplatign Boas • Pmax1'- 4 t•2 Pmax2• � 6 Pmax3. I'L , 0009: 00. . • Field Perimeter. , ;prner 00 0#0 Max. Design Pressure, from the specific Product • • . 0 Approval system: 52. 000• • *00 • 0000 Illustrate Components Natedecd Details as Deck: Applicable: 00 • ' 00 • ,' 00000 Type: Wo o l) Woodblocking, Gutter, Edge Tanoiirtation, Stripping, Flashing, Continuous Cleat, Cant Strip,•Base dashing, Counter- Flashing, Coping, Etc. 0 : Do * • • Gauge/Thickness: ��� Indicate: Mean Roof Height, Oarepet Height,.Wol@ht of 6:9d . Slope: I h" tN a Flashing, Component Material, Material Th%LWpSS, Fastener Type, Fastener Spacing or Submit Anchor/Base Sheet & No, of Ply(s): I ?( GtX - (KAS *IS* S* S Anchor/Base Sheet Fastener/Bonding Material: ��l¢w {L1N`Sp -Auk. P3A�c. � Insulation Base Layer: �F A o N r Base Insulation Size and Thickness: 3d + �g g FT . - {v cI ��� Base Insulation Fastener/Bonding Material: 41 °• ~ i Parapet *r r I o Heig - Top Insulation Layer: i i Top Insulation Size and Thickness: -- FT. 10�. Top Insulation Fastener/Bonding Material: W Mean i - - - -- Roof Base Sheet(s) & No. of Ply(s): (t / "RiN4SNaN NAiG : Height or i Base Sheet Fastener/Bondi�Materjpl: Ply Sheet(s) & No. of Ply(s): 7- OVI 64FGOS 1NPrr a- a f Ply Sheet Fastener/Bonding Material: 40'r P'0 4144X Top Ply: Top Ply Fastener/Bonding Mate iai: 'r PrSP"fcr FLORIDA BUILDING CODE — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof Systeml Roof System Manufacturer: Notice of Acceptance Number: 0000 Minimum Design Wind Pressures, If Applicable (From RAS 127 or. •••••• •�•�•• Calculations �� . : • 1: ° +S P2: " � _ P3: ` l 0000.. . 0000.. 0000 000000 Maximum Design Pressure ."'•. • 0000 0000 0000. (From the Product Approval Specific System): �/� J 000000 •• . 0000. .. 0000 ... 0000.. 0000 • Steep Sloped Roof System Description 0 0000.. 0000 Deck Type: ; W OOD Type Underlayment: ( PLY #30 AS Airz �P Nix(_1}t� y Ro lope• '� i 12, Insulation: Fire Barrier: Ridge ion ntila Vet? FastenerT e & Spacin y" i — J 0 N C—_ ; Yp P 9 14 �iN�A�11� �Ai t. � II -"�G• F`i EG�i \� Adhesive Type: ( Type Cap Sheet: I PLX/ #qO ASCM mt~ Ix'o -4 \ L mean Roof Height: 13 7 `�� Roof Covering: I \ Type &Size Drip 3X 3 ?-fie SRS• Is Edge: `� f 15.34 FLORIDA BUILDING CODE — BUILDING ® L ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems. choose either Method I or 2. Compare the values far M with the values from Mf. If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Meth 1 "Moment Based Tile Calculations Per S 127" (P - 45' x )v t � = l ®�. , Mg: �' = Mrl °9 Product Approval Mr Y � J (P2:—' �llt)< •�/ = R Mg:� =M Product Approval M fp =��e Mg:, ,5_ Z0= Mr3 � Product Approval MI/ J 0000 • • ••0• 9000•• Method 2 "Simplified Tile Calculations Per Table Below 00 0 0 • 0 • 0••09• 0 Required Moment of Resistance (Mr) From Table Below Product Approval Mf 0 0 0 0 0 0 • • 0 0 • i • M required Moment Resistance* • : 0 0000 Mean Roof Height 0 r 0 0 0 0 0 0 • Roof Slope 15 20' 25' 30 •0 • 1 4 • • • • • 0000 • • 2:12 34.4 36.5 38.2 3S,t •• 0 432 •• 0.00.9 Al • 3:12 32.2 34.4 36.0 Al • • 391 • • 0 0 • 010 0 0 4:12 30.4 32.2 33.8 3J.1 • SA31 • • • • • • • 5:12 28.4 30.1 31.6 328• • 00••0• • 6:12 26.4 28.0 29.4 1 30.5 12.• • 7:12 24.4 25.9 27.1 28.2 1 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 Uplifr based rile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: = ) - W: x cos 9 = Frt Product Approval F (P2: x L = x w^. = _i - W. x cos B = F Product Approval V (Pg: x L x w: = - W: x cos B = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepmvd by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Mitiimum Attachment V Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval L = length Tile Dimensions W =width I Product Approval 1 AII calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING 15.35 MIAMI-* M DE MIAMI DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL, DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE OA (305) 375 -2901 FAX (305) 375 -2908 Delta Gres, Inc. 1701 NW 110' Ave Miami, Florida 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use bfcbn§tructivn materials. The documentation submitted has been reviewed by Miami -Dade County Product Control•Dision • c� • • • .. • • • • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other'�r�8,4 where allow an accepted • • : • the Authority Having Jurisdiction (AHJ). 9 • 000000 00900 ed bY..... 0000. This NOA shall not be valid after the expiration date stated below. The Miami- Dade'rot�ty Pro�fict,Contro'7"'• Division (b Miami Dade County) and/or the AHJ (in areas other than Miami Dade C'ounty� reserve the right to • have • • this product or material tested for quality assurance • • • • e* • - • • • the accepted manner, the manufacturer will incur the ex pens of such testing T fails�to pgrform ' • p g and the Mi mal'ilft8diatef, ' •• • revoke, modify, or suspend the use of such product or material within their urisdictior . to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divi that product • • • 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: Delta Gres Spanish `S 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 b 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 NOA # 02- 0415.05 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0508.05 K Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Clay 1 • SCOPE This renews a roofing system using Delta Gres Spanish "S" Clay Roof Tile, as manufactured Delta Gres S.A. 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 valuesdisted in section 4 herein. The attachment calculations shall be done as a mo m ljas�ed syst�rnt • • • • • • .. 2 • PRODUCT DESCRIPTION •• • 0000.. an afaeturer 0 :: . 06 0 • • • • • ... •.. Dim -- e- nsl° —n$ Test ' Pr$au"' 0 � 4100 0 • • eclfiCatl • • • . • • Spanish " S " � R02 }� 000. L= 18" TAS '•••• W = 11.25" 112 High profile, one- pie¢e,•`rS" shims • • • •: • •' Min. 3/8" thick clay roof tile equil �d ith two flail. • • • • • • holes. For direct d4cVM&sive set ' • • • T rim Pieces applications. Accessory 0069% L= varies TAS 112 •••••• cl • . W = varies D' trim, � �4o� pieces fv�use • • • • • • Varying thickness at hips, rakes, ridges and valley'. •.. • • terminations. Manufactured for each 2.1 EVIDENCE SUBMITTED: tile profile. Test A ency Test Identifier _ Test lame/Report Date IBA Consultants, Inc. #2581 - Physical Properties 12/28101 TAS 112 IBA Consultants, Inc. #2581 -2 Physical Properties 2128/02 3. LIMITATIONS TAS 101 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to Perform quarterly test in accordance with TAS 112, appendix W. Such tes ting sh all be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnent 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 e slope unless stated otherwise by the underla P rp manufacturers to the roof literature, yment material manufacturers published 3 . 6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code a NOA No.: 07- 0508.05 y Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 2 of 4 4• INSTALLATION 4.1 Delta Gres Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Tile Table 1: Aerod namic Multi tiers -;L ft Profile X (ft Spanish "S" Tile Direct Deck Application 0.228 Table 2: Restorin Moments due to Gravi - M ft -1 Tile .. •••••• 2 ":1Z" 3 • 4 ":12" 5 " :12" • Profile 6 ":�;.. T'! ?2'°' • Spanish °Sn Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct o9(* Dir •e k .sees. 5.36 5.28 5.16 5.00 4.7$•• Table 3: Attachment Resistance Expressed as a Moment - • • • • • • • • • • ®� • •' M# (�lbf) • • • • •.... Adhesive Set S tems s ; • •; •; • Tr for Sin le Pa fi Tile Application . • • •:. Profile Minimum Atta � on* Spanish "S" Tice Polyfaam Poi pro AH 160TM tance 0 ...'" 1 Padd lacernent of 194 rams of po ra, 31.85 ' ro AH 160 . S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". DELTAGRES MADE IN COLOMBIA LABEL FOR DELTA GRES SPANISH `°S°' TILE (LOC A TED ON THE TOP SIDE OF 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. N NOA No.: 07 -0508.05 Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 3 of 4 PROFILE DRAWING O O O r••. . . .... ...... r• r � r • NI •.... . • r•r• • •••s err.. •.rrr• •• • wri•. .• •r se • •rrr.• ••era• • • er�.rs .••.ss �r • r.r•rr • srr• tl� M M 11114" DELTA GRES SpANISII "S CLAY .ROOF TILE END OF TH S ACCEPTANCE NOA No.: 07- 0508.05 Expiration Date: 05123/12 Approval Date: 06/21/07 Page 4 of 4 f U G Underwriters Laboratories f nc. fs 1;:-:.,:, .. (f.62y 2.7 4 rJ frx No (&G 7) SC4 -G)9 Jw 23, 2004 f Mr. Mike Gada GAF Materials Corporation 1361 Alps Road .... Mayne, NJ 07470 -3689 • • ' • • • •' • • • •; • Our Referenoo: 89684 •••••• •••••• . ...... . . . .. • • • • •••• •••• ••••• Dear Mr. Gada: • This is in response to our plwne conversation today. : • • • • • .. • • The foilowmg roofing systems meet (lass A edtak per A3. SWL7901.4 M E108 on dam- •s•• Do* C 15M It4ino: 2 Iusatatia>� Pa m MoCh Y &* or bot mopped, any tfsio{aness. Bm Shat: egrjj S Swa mt ffmhxdor Venting Bm Sheen or Typo W- hot aioppod Ply Shams Two ormnre pries Typo GI or nherdu Mop Smooth or Ratbetoid 20, hot mom-P mcmbra= GAPOLAS Su&= (yep ffioc4 hot moppecL Ifxgyqu ierisc onthc �ovc, pkascaondl�t t� write . . Dou*s G. I r ` g Loder c IrkoProtcadw - -- - M IA M I-DE MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2903 FAX (305) 375 -2908 NOTICE_ OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the. applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where &&I-Owed by the Authority Having Jurisdiction (AHJ). • • • "' " 00 .000.0 0 This NOA shall not be valid after the expiration date stated below. The Miami ,;' fe ri Cou roduct 0 0 p 0000.. �` Control Division (In Miami Dade County) and/or the AHJ (in areas other than Ni&nii Dadq(;Qunty) ; • • • •; reserve the right to have this product or material tested for quality assurance purp'cB"o if this'prcxl?act or 00 material fails to perform in the accepted manner, the manufacturer will incur the sxtsmr of s1mk te1ting • • 0 • • and the AHJ may immediately revoke, modify, or suspend the use of such product• 6r mateft *ithin 0 0 0 •; • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detei: nfned by Miarn Dade County Product Control Division that this product or material fails to meet tlbe reguiremgnts•ef the applicable building code '. i •.. • i 0000 This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up hoof 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 advertising1iterature, 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 and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh 19. The submitted was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MIAMI- DADECOUNTY Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to Ummele 307 Premium Asphalt adhesion of asphalt ip buii- up rodM?g • • • • • • Primer " ' i...% 0 . 0000.. - ...... GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing t>ftxposed asphalt ; • 0 . o ; Granules cold process cement.WoUvlsion. "ATE ' Mineral ShieldTM Granules shall be used for • - - -000 .- . 00000 flashing applications Q4 • • ' . . ... 0000.. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for snaaQ"surfaced roofs. 305 Fibered Asphalt *000 • • Emulsion 0 - • • • 00000. 06 . 0000 . • Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 0000 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion Fbered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1 5 gallons ASTM D -4586 Refined asphalt blended with •a mineral 204 Wet/Dry Roof ASTM D -3409 stabilizer and fibers. Permits adhesion to . Cement wet and dry surfaces. RUBEROID Modified 5 gallons ASTM D.4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTM MatrixTM 5. gallons ASTM D 4586 • Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219:09 Expiration Date: 11/0.4/13 M[A h :ADE LINTY Approval Date: 03!20/08 •O D pp Page 2 of 19 Test Product Product Dimensions Specification Description GAFGLAS #80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with Flex P1yTM 6 wide asphalt coating. GAFGLAS' Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLAS Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAS' 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCap'm Mineral wide surfaced with mineral granules withfagtory Surfaced Cap Sheet applied layer of TOZCO.A f Enef&"otdTm. • • • • ; • •• • • • GAFGLAS' 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impegnatXana • • • • • � • STRATAVENT wide D 3672 coated on both sidesel ttodsphalt. Surfaced ;....; Eliminatofrm Perforated on the bottom side will! Mineral gMn%les ' .on . ..... embedded in asphaltic coating wit�i fa .etory • ...... .. ..... p erforations. • 00 GAFGLAS® Flashing Various Asphalt coated glassfabaamat flashing sheet available in three siz;s. • • • • • • • • • GAFGLAS' 39.3T'(1 meter) ASTM D 4897 Fiberglass base sheer impregnated and STRATAVENT wide D 3672 coated on both sides Oft asphalt. *SU&ced ' EliminatorTM Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldTM Smooth wide polymer- modified asphalt and smooth surfaced. RUBEROID SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules: RUBEROID SBS • I meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat- WeldTM 170 FR wide retardant polymer modified asphalt and surfaced'with mineral granules. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with Heat-WeIdTM PLUS wide - polymer modified asphalt acid surfaced with mineral granules. RUBEROIDP SBS 1 meter (39.37 ") ASTM D =6164 Non -Woven Polyester mat coated with fire Heat- Weld PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules: RUBEROID SBS 1 meter (39.37 ") ASTM D -6164 Non - Woven Polyester mat. coated with Heat- WeldTM 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type II, UL modified base sheet Type G2 BUR . NOA No.: 07- 1219.09 Expiration Date: 11/04/13 M��.aanecou rtr Approval Date: 03/20108 Page 3 of 19 Test Product Product Dimensions Specification Description RUBEROID 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5.147 interply sheet reinforce with a glass fiber mat. RUBEROID Mop 39.37" (1- meter) ASTM D 6222 Non -woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID Mop Plus 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer - modified asphalt and smooth surfaced. •••• RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -Woven polyestejpat coatej fire •�•,�• 170FR wide ASTM D 5147 retardant polymer mAAWJ aspf Mf 11116 0 0 .0: 0 surfaced with mineral gLwles. - :0080: RUBEROID MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coatell•wkh fire • - • wide ASTM D 5147 retardant polymer moMEW asphalf 3fld 0 ' 0 . 0000 0000. surfaced with minerargranaxles.. ... 0 RUBEROID TORCH 39.37" 1 meter ASTM D 5147 .Elea du of est • orced, as Malt ... • � • ( ) �'Y h'� P Y �� t� 1 1? Smooth wide modified bitumen m$mI3rahe, smooth. 0000.. surface. • RUBEROID TORCH 39.37" (1 meter) ASTM D 5147 Asphalt impregnateJv, at d felt,selt *Ped �.... Granule wide with mineral granule. "" RUBEROID` TORCH 39.37" (1 meter) . ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID' TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH. Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. - RUBEROIEY O 30 39.37" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral .granules. RUBEROID 30 FR 39.37" (1 meter) ASTM D 6163 ' Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID 39.37" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUBEROID Dual FR 39.37" (1 meter) ASTM D 6164 Dion -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built -up plastic) ASTM- D 1929 pressure within the roof system: GAF Vent ASTM D 635 Stacks are available in metal or -plastic. NOA No.: 07- 1219.09 MIAMI C Expiration Date: 11/04/13 LR Approval Date: 03/20/08 Page 4 of 19 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non - fibered aluminum pigmented, asphalt 302 Non Fibered Type I roof coating. Aluminum Roof Coating GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt bulk Types I, II, III and IV RUBEROID MOD 60 lb. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. • 0 . .... 0 ...... Leak BusterTM MatrixTM 5 gallons Surface coating for szndoth' surfal.od jxi ' • 715 mineral surfaced roo[j.. : • • • • • • LeakBusterTM MatrixTM 2 gallons Surface coating for scAddfh.surfa4;8d'a1W ' 531 WeatherCoteTM mineral surfaced roofs. • • •••• •• i •••.• • • • • • SeamCoteTM 2, 5 gallons proprietary Elastomeric roofing MerUrane. " FireOutTM 5, 55 gallons Low VOC, fire barrier coating. ; • • �;. • • • •' • VersaShiele 350 sq ft. roll Non- Asphaltic Fibergiaeslased • 000 Underlayment. 090* VersaShiete FB -iS 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. VersaShield FB -2S 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. TOPCOA'I FireShiele 5, 55 gallons ASTM D -412 EIastomeric roofing membrane MB ASTM D -21 -96 ASTM D1475 " ASTM E -1644 Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive - Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SB9 Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Mta uuao� f N r Approval Date: 03/20/08 Page 5 of 19 Test Product Product Dimensions Specification Description Leak BusterT" Matriem 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non- Fbered aluminum pigmented, asphalt 304 Non Fibered Type I roof coating. Aluminum Roof Coating APPROVED INSULATIONS: Table 2 Product Name Product Description. % *er %• Cu**eWl`lqOA} EnergyGuardTM RA, RN Polyisocyanurate foam insulation ... %.. BMCA* 0000.. Composite A & N Polyisocyanurate foam insulation with .'GA*S Materials Uorp. ' • 0000 0006 0000. high density fiberboard or Permalite • 0000.. ... 0000. perlite insulation. ' 6 0900 EnergyGuardTM Fiberboard Fiberboard insulation. . *QA& Materials Co rp. 0 0 0 EnergyGuardTM Permalite Perlite insulation board. G49 Mat jWs(3orp. :" EnergyGuardTM GAFCANTTM Cut perlite board ' •@XA Materrials Corp.. %' •' 6 % EnergyGuardTM Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Composite Polyisocyanurate /wood fiberboard BMCA composite EnergyGuardTM Composite RA . Polyisooyanurate /wood fiberboard BMCA. composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic . Perlite Insulation Perlite insulation board generic Dens Deck', Dens Deck Prime, Water resistant gypsum board G -P Gypsum Corp Dens Deck Dura GuardTM Structodek Wood fiber insulation board rKnight Celotex SecurockTM Fiber reinforced roof board USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11104113 =[A :C0 Approval Date: 03/20/08 PRM ' Page 6 of 19 APPROVED FASTENERS: TAS LE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dri11 -TecTM #12 Standard, Insulation fastener and Various GAF Materials Corp. # 14 and # 15 extra Heavy Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing. Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill- Various GAF Materials Corp. TecTM Fasteners and metal and plastic plates. 3. Drill -TecTM #12 or #14 Base sheet fastening Various GAF MaterWl Mup. Standard screws with assembly. AccuTrac Plate • • • • • • • . ...... . ...... 4. Drill -TecTM Galvalume Round Galvalume stress 3" and 3 ' /z" "At"Materials Corp. :. • • •: Plates plates. • . .... .... ..... 5. Drill -TecTM Round polypropylene 3" and 3 %2" t!A1Materid1U:�ap. : Polypropylene Plates stress plates. : G 0 0 6. Drill -TecTM AccuTrac Square Galvalume 3" Square GAF MaterfUs clip. '" Plate coated steel plate • • • • • • • • • 00 •.• EVIDENCE SUBMITTED: Test Aeenev Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.1.3B9Q1:AM 4470 01.08.98 J.1.0D0A8.AM 4470 07.09.99 1.I.0DiA8.AM 4470 -TAS 114 07.29:94 J.I.OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS 114 05.11.07 PRI Asphalt Technologies, Inc. GAF - 012 -02 -02 Physical Properties 11.06.01 GAF -020 -02 -01 ASTM D 4977 02.01.02 1kT of S. Fl. 02 -005 TAS 114 01.18.02 02 -014 TAS 114 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Mt,4n��•naos co� r�r Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieleNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENTQ Eliminatofrm Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID�' Heat- Weld"'M Smooth or RUBEROID Heat- WeldTM 25 base sheet mechanically n fastened to deck as described below; • • Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLA9 #7� Bas or • • any of above Base sheets attached to deck with approveGUI41ar ring. slipk • nails and, tin caps at a fastener spacing of 9" o.c. at the lap•stagfered a24 is two rows 12" O.C in the field •••• •••• ••�••� (Maximum Design Pressure --45 psf, See General LimiMtmt V7) • • • • • • • • • • • GAFGLASO Ply 4, GAFGLAS' Flex PIyTM 6, GAFGL�Bq' Base Sheet or •, any of above Base sheets attached to deck with Drill -Team #12 stanba4:414 or # 15 Screws and 3" Drill - TecTM steel plate or Drill -Tee * i!cuTra Pipes, • • • • s 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows aret"lly 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 psf, See General Limitation #7) GAFGLAS #80ULTIMATh, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above Base sheets attached to deck with Drill - TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above 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.: 07- 1219.09 LAM D CoURITYM Expiration Date: 11104/13 Approval Date: 03120/08 Page 17 of 19 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 —7S Psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAe PLY 4, #80 ULTIMA, RUBEROID" MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS` EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROI) MOP Smooth or RUBEROID® '26 Is top membrane) Install one of the following: • 1. Gravel or slag applied at 400 lbs. /sq. and 300*ft:(sq. respectively in • • • •: • a flood coat of approved asphalt at 60 lbs. /sq!8? IDDlied in a flood ; ....: coat of Leak BusterTM MatrixTM 103 Cold Pracess Adhesi0e a�Plied • •it• ••• •i.•• at a rate of 3 gat./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAF(Y1•AS Entg Cap • • • •; • Mineral Surfaced Capsheet adhered in a full ; ig of a proved `. asphalt applied within the EVT range and at rate.of 20 ilb & ; • 3. Leak BusterTM MatrixTM 303 Premium Fibers AltiminuVf ftM)f Coating,.at 1.5 gal. /sq. 4. Leak BusterTM Matri)CTM 715, Leak BusterTM Matrberm 322, TOPCOAT MBt, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gaUsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteO roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 CMIAM►a� ourrry Approval Date: 03/20/08 Page 18 of 19 e WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeckTm or %Z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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 tie 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.ysiug the fastening pattern of the top layer '....' ...... 3. All standard panel sizes are acceptable for mechanical attachment. When applied in apppa(tgsphalt, •, panel size shall be 4' x 4' maximum. •••;•• •••••' 4. An overiay,and/or recovery board insulation panel is required on all application over closed; ell foai6e* *: insulations when the base sheet is fully mopped. If no recovery board is use4nisbase sll�t.Aall b *,.,. applied using spot mopping with approved asphalt, 12" diameter circles, 24" "%4. striRmepped ribbons in three rows, one at each sidelap and one down the center of the sheer *,!Towing a -conlinuous•••�• area of ventilation. Encircling of the strips is not acceptable. A 6" break stol beplaced every 12' in • each ribbon to allow cross ventilation. Asphalt application of either system shd'll be al a mi$in;uhrate d'f" 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum de 6 n p �essure x :45 psf. :•••• 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') trW,q,ef 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is 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.: 07- 1219.09 Expiration Date: 11104/13 t Approval Date: 03/20/08 Page 19 of 19 JAN 1 2010 M ®MADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 .Boudreaux Road Tomball, 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 (ln 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: Polyprog AHI60 RENEWAL of this NOA shall be considered after a renewal application has been anit t irrc bee; change in the applicable building code negatively affecting the performance of this ;1 u " TERMINATION of this NOA will occur after the expiration date or if there has be a W, r e materials, use, and/or manufacture of the product or process. Misuse of this NOA as d e product, for sales, advertising or any other purposes shall automatically terminate o y 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-: s lut�rs . and shall be available for inspection at the job site at the request of the Building Offiialt k This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 U 3, The submitted documentation was reviewed by J rge L. Acebo. } • • • • • • • • • •.. ^� ' ' t ' h ' • ••• • ••• ••• • • • • • ' • • • NOA No.: 06- 0201.02 • • • •• • • • • • • • • • • • • • • • Expiration Date: 05/10/11 Approval Date: 04/13/06 er Page 1 of 7 • • • • • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyprog AH160 as manufactured by Polyfoam Products, Inc. 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 Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 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 Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro@ 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 AH 160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft. 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 @I58 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The phy&04 pr9pprtiVs lilted aWve are presented as typical average values as determined by accepted 4STM thCntetholis and are subject to normal manufacturing variation. .. . . • • ... . • . . . • .. ... .. . .... . ... • . •• ... . • • • • NOA No.: 06- 0201.02 •• • • • • ' •' • • • • • • • Expiration Date: 05110111 0 ° . • •.. Approval Date: 04/13/06 Page 2 of 7 • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• EVIDENCE SUBMITTED: Test Agencv Test Identifier _Test Name/Revort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/I4/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 I I 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 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 Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tilc 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♦ Y • • •• • • • • Y++ ••0Wo F'=*t S a go 000 . • • n-., ' ' • NOA No.: 06- 0201.02 • 0 • • : :' ' ' Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: I. Polyprog AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro@ AH160. 2. Polyprog AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polyprog 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. Polyprog AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprc AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the FoamproO 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. Polyprog AH160 shall be applied with Foampro RTF1000 or ProPacM 30 & 100 dispensing equipment only. 7. Polypro@ AH160 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 Polypro@ AH160 has been dispensed. 9. Polypro@ AH160 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. ( ams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 1 #3 g LABELING: All PolyproO AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: •• ••• • • • • • •• As required bAke B jd *;ia; of applicable building code in order to properly evaluate the installation of W9 sYS1pn • i • • • i i • • • • i i • • • • i • i i : NOA No.: 06- 0201.02 " • • • • • • : • • . • Expiration Date: 05/10111 Approval Date: 04113/06 ••• • • • • ••• • • Page 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nat through plastic comont Paddy Rerreath Tile} Nall through phteUc cement Ponesth TUO) Utxfurlayment ° Underiaymeat ° 141n. 2ln ° FaveCwsse °� ° Fascia EwCourse F ascia weephote Eavemmonlr. Earecoursaonty: Eeveclosare EaveCi�ae Keep adheshreoprox. Keepadhosiveappm Drip edge 4 b upbmnareephcles 4 fn. tip hm weepholes Nail through plastc cemotd PaddYttteneath met 9) Phxm enough adhesive to abbe 17 to 23 VOW ZrMs for Nd through pbft cement UmledaymeM square hmltes in contad Ift the Pon tib T i In From e tle. 1121n Then hwd tmtb. o Undedapmont 14 tn. 2 Em Course EmODSUIS Eave course on�p toppottion �rveeapprox 4>n.up Fascia oftheeave SheatdnB anuse covertife. Abut to second =no of pan Me. Errsureeave end of PObd�apNaftar panandcovertoare bob ataa ON. on lon�dm Ewe closure Weephole Fascia {mortarst —) • •• • • • • ••• • •• ••• •• • • • •• • • ' • • • NOA No.: 06- 0201.02 • • • • • • • • • • Expiration Date: 05110111 0414, Y • • ` Approval Date: 04/13/06 Page 5 of 7 • •• •• • • • • •• •• ••• • • • ••• • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement paddy (gem file) Nall through plastic cement Underiayment °� Unde*nent 1 ° 71n1 in. 7 �2 m. ° Ea" course ° ° ° Fascia Facia Weephole Earecem Ewe clom Em Closure D+p Wp Nall through plastic cement paddy wmwh Th) Umiariayment ° 7 in. i In. ° Eave Closure EwwCowse Fascia • r• • • • • ••• • • ' ' ' • • • NOA No.: 06- 0201.02 �, ' i ♦. i i i '.' Expiration Date 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT D ETAH. 3 DOUBLE PATTY Nail through plastic cement paddy Nail through plastic cement Single paddy under file �. (between tile) ° thnderlayment Single paddy between file Paddy 21n. x 71n. medium (under Ole) she paddy one course only Single paddy Sin. ! under Me �ln. x 3 In. ! x 3 in. 4 in. 2 in. Single paddy on 2 in. 41m Single �/' •�, under- paddy on Iayment ° under - layment Single paddy Fascia Eave course on top of Ole 4Veep11101e oRvl p of y 2 in. X 7 in. medium Em Eave closure size paddy ear Fascia ' 00 nly Drip edge Nail through plastic cement Single paddy under die Single paddy between die ° jn !� ln.x 3 In. 4 in. ° Single paddy on underlaymen t 2 n. ° Single paddy Eave Closure on top of title 2 bn. x 71n. medium paddy eave course only Em Conan Fast s 90 : •'+ • •� VAO $}F''THIS ACCEPTANCE . •.• . •.• •.. . ' ' ' ' • • NOA No.: 06- 0201.02 ' i •. i i i • ' •' Expiration Date: 05/10/11 0 Approval Date: 04/13106 Page 7 of 7 • •• •• • • • •• •• 141WI C JovkY ,sons y Miami S hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 JAR, Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 1 Q -Y'� Job Name 2=9-- Page 1 of 1 � Building Critique Sheet 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 - 795 -2204 NOTI COMM CE OF ENCEMENT A kCORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C.(F`H 2117-11110IR113010265 AX OR Bk 27141 Ps 1226i QP9) PERMIT NO.- T RECORDED 01/07/2010 11:24 FOLIO NO. HARVEY RUVINP CLERK OF COURT nIAMI-DADE COUNTYY FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements' Wilt .` be made to certain real Property, and in accordance with Chapter 713, Florida Statutes, the following information is Provided in this Notice of Commen Space above reserved for use of recording of 1. Legal description Of.ProPerty and street/add ress: OF# Ale /03 6/'" AwAAW01 joet 2. Description of improvement: �e4c 3. Owner(s) name and address: Al- F_ _JOS 5 Interest in property: Name and address of fee simple titleholder: A;V4 t. 4. Contractor's name, address and phone number: 00AWA.0 Avo �17 'ff 16 5. Surety: (Payment bond required by owner from contract r, if any) Name, address and phone number: Amount of bond $ 6.* Lender's name and address: STATE OF FLORIDA, COUNTY OF DADE 7. Persons within the State of Florida desigr? 0'ted by Owner upon whom n t' r e Arved Section 713.13(1)(a)7., Florida Statutes, m In 0 0 ey of Name, address and phone number:. A 0 20 8. In addition to himself, Owners de 4nates th&f reg I e copy f d .ollowing person(s) to copy f 713.13(1)(b), Florida Statutes. Name, address and phone 9. Ezpiratlon date of this Notice of Commencement: (the expiration date is I year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR COMMEN WORK OR RECORUNG YOUR NOTICE OF COMMENCEMENT hori2 at of 0 S, Own 1%0 Signat of 0 Own Officer/Director/Partner/Manager By B Prin me W y Print Name Titl A/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The fore oin i st rW:qent wgi§ acknowledged before me this day of /I JA_ By Aj ❑ Individually, or ❑ as----, for ❑ Personally known, or z-f proquced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION URSUANT 10 SECTION 92.525, FLORIDA STATUTES MY COMMINION # DD 907685 Under penalties of perjury; I declare that I have read the foregoing and * November 15, 2013 that the fac stated in it are true, to the best of my knowledge and belief. Oor BMW Thm BU* " W- Signat of Own or ner(s orized Officer/Director/Partner/Manager who signed above. Sy By