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RF-06-2542
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/15/2008 Inspector: Grande, Claudio Owner: TURNER, ARI LYNN Job Address: 90 96 Street NE Miami Shores Village, FL JUL 18 RECO Project: <NONE> Block: Contractor: AFFILIATED CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -1772 Parcel Number 1132060130600 Lot: Phone: (954)334 -1415 Building Department Comments RE -ROOF TILE AND FLAT Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 78869. CREATED AS REINSPECTION FOR INSP - 78645. UNDERLAYMENT. MLD Installation of base sheet in cricket area on west side of roof. 3/25/08 CG 4/30/08 MAKE SURE CONTRACTOR HAS REPLACED SIDEWALK BY FINAL INSPECTION. SIDEWALK WAS BROKEN BY TILE DELIVERY TRUCK CG 5/12/08 Uplift OK, on file in office. 1) Pending repairs of broken sidewalk by Tile delivery truck. 2) Remove all excess tiles from the yard for final approval. CG cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 14, 2008 Page 1 of 2 Lab Report No. 08- 050033 Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 90 N.E. 96 St. Miami Shores OWNER: Turner CONTRACTOR: ACS Roofing TILE TYPE: Spanish "S " ATTACHMENT:: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: RF- 062542 ROOFING SQUARES: 41 ROOF PITCH :: 4:12 INSPECTOR INITIALS: Hg/Hg TEST DATE: 05 -02 -08 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -25 Passed 41-45 Passed 71 -75 Passed 6 -10 Passed 26 -30 Passed 46 -55 Passed 76 -80 Passed 11 -15 Passed 31 -35 Passed 56-60 Passed 81 -89 Passed 16 -22 Passed 36-40 Passed 61 -70 Passed THIS ROOF HAS: PASSED Reviewed by: FAILED U THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" ,sz Marlin B a on, P.E Lic. No. 60749 S. 7 °I Front 13605 SW 149t Avenue, Unit 1, Miami, FL 33196 South (305) 256 -4550 • Fax (877) 379 -0865 6065 NW 1676 Street, Suite B -20, Miami, FL 33015 www.floridatec.net North (305) 828 -1107 • Fax (866)333 -6988 A*" A 144 *s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RE i7ti Lt Permit No. pF-66 PERMIT APPLICATION APR J 4. 1908 Master Permit No. FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) A t f- Phone # Owner's Address 90 & b F(� // (Sr City/✓%G ?(1 Shalt c:).- State a- Tenant/Lessee Name / Phone # Zip Job Address (where the work is being done) 9(,0 A Sr City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Arri £-471 £i7. lee iI Phone # 30$ f --6. (fa Contractor's Address / - 6. „� S 5 /, # 572I 600 City �`', > C. /-7/7 /` State Zip 3 33 70 Qualifier Name L'I its'r,r %�L /�"C Phone # 3/Pr ff2 -GTcef-- State Certificate or Registration No.(-. f 3 Z% v 6-7 Certificate of Competency No. V/k Architect/Engineer's Name (if applicable) Phone # ipt- Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition DAlteration ['New k Repair/Replace ❑ Demolition t Y2- 471-1 Aria 5 L 4 f� Describe Work: CiMVVeT t, 77 C. ° ' f i iiiu P +.: 1 tih ? =? t is H , p `> } Ih ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * *g**$:*fl **** * * * * * ** * ** * * * * * * * * * * * * * * * * * * ** Submittal F..,. $ Permit Lam.... $ t CCF $ CO /CC Technology Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ APR 5 rig Fee Now Due $ t°i0 b 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 instaklation.:as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** APPLICATION APPROVED BY: (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *: ********:******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ?lame Vara fiNfe Veiwittotote 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305.756.8972 www.miamishoresvillage.com RE: Permit # g F ©6 -a DATE: 3 ---- r7— cf INSPECTION AFFIDAVIT v r`S /,/7414"/ , licensed as a Contracto ngineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: e / 3c % A -7 'C b C[ S T2 On or about 3/ / 2 — ' 3 r ' , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 9® /if 57- gi ;A-y/4: S (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual -sed on 553.844 F.S) Signature State of Florida County of Dade: /2r D4rr- 1 V (l rte ►.. j (, ' 'eS Q c ,A C '‘C 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 Notary Public, Sate of Florida at Large 7 day of ru 4,^ Do 4$g5 ItS t V4bs C140.011":10\0r,, tlko *General, Building, Residential, or Roofing Contractors or any individual certified °.er 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection High Velocity Hurricane Zone Uniform Permit Application Form • • • • • • • • • • • .... • • • . • • . ..... .... Section D' {ttee tio.ed Rvof'Svstern _ NOT : Items 3 & 4 ars not required for shingles with NOA • Roofs stem Manufacturer: -...- - ' ' ' ' AiVITA- •• 2. Notice of Acceptance Number. Minimum Design Wind Pressures, If Applicable (Fro -S 127 o ' alculations -Method 1): or M,. From Sec. E; Method 2 : Pmax1: $ Pmax2: 95`. Pmax3: qs. ; • 4. Maximum Design Pressure (From the NOA Specific System): Method of Tile Attachment: .3/.3 - A,K. loo! % Po' Noft - 04. D'24,1, v2. Steep Sloped Roof System Description Rgof Slope: : 12" Deck Type: W ©D J, Type Underlayment: Ridge Ventilation? m IA C- ruRiat &E' t Ai Fria -n, A Q 7i efeb -t .) Mean Roof Height ia 3' F92.7 Asp 2.?- Ti ? IT Insulation: N LA Fire Barrier: rti z Fastener Type & Spacing: AV ES 10 4/ jA1 l'sfr"r/NcotP Adhesive Type: Type Cap Sheet: oof Cov ism FFIVII i Ad 111111"1,1610Am -- SUBJECT TO COMPUAN d9' WI>N ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS PIA ?De f PcK.S ng: IkoN s'PANrSA/ S 2. Type & Size Drip Edge: (1`f @ . s AIAM 5 @l "o C. gifelp 6o- 1 HIGH - VELOCITY HURRICANE ZONES • • ••• • • • •.• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004 Htc�h Velocity. Qulc neecipe'lforri9 AeQniNpi'8iltfon Form. • • • • • • • • • • • Sectidn E'(TH Caiculatio'ns) For Moment based tile systems, diclosj •titer )12oriort. Compared the values for•M, *ith the values from Mr. If tl=e. lyi4v4aes tiN,gteater tIan or equal to the Mr.. -... values, for each area of the - roof, ftfen the'tile'att?cIfti df m'ietliod is acceptable:. M thod 1 "Moment Based Tile Calculat ens Per RAS 1270 Product Approval Mt oZ tis Mr. Product Approval Product Approval Ka [fig •S Z4.3 2 .41. .4 18 ... fi. i etho :::. Simph ied ile Calculation •Required hlitimenf of itisistance fir) l rore:Table Below TalAe.gploy Product Approval Mr Mr Required Moment. Resistance* Mean Roof Height' --p - ... Slope.. ... ti 20' 26'= imilisameumrsimigmuntm 30' 40 'Where to find . Pesigit.t'ressurt P1:o P2 or P3 4; f— 'gin-ir 33.8. :35.1 37.3 8 :12 .. _ _ I =8 44.9. 6:12 � i1111111111= Mal 28.0 _ .30.5 32.4 " i M Attachment.Resistanee 3" *lfust be usetriu gplijuact na with .-IOW of moment: based till Brotivard Coliety Board .ofiiUles alit% ppeais. Ear ; `pti 't bused tile :;stems ustse:;.1Yfefhod .3. Compared iiie velu.+ :for: t., the F values are greaater than or equal to tke area of the root, then the axle attachment method ms acceptable. • Method 3 "Alit' ase l Tile Calculations Pe f Pi a mt is ~ w: = ) cos 8':. = Frt. >a: xlt _,==_x . w )-Ws xcos *: =:`1�, (t'3: x l �_ svr ) - V: _ x cos'6►.. �..: tnvendo Vale • Sr. tad.' i2r Product Approval F'. Product Approval F' Product Approval F. Where to Obtain Infornaa#ioa Desert •ton S f bol 'Where to find . Pesigit.t'ressurt P1:o P2 or P3 RAS 127 Table 1 or by. an engineering analysis prepared ,b ?..E based onASCE 7 . Mean RoofNeieht H Job Ste Roof Slope a Job Site Aerodynamic Multiplier Product A••royal • Restnrin_ Moment due to Gravity Product A • .roval Attachment.Resistanee Product A..royal Required Moment Resistance Calculated Minimum Attachment Resistance Product Approval Re. 'redl.i. tiff Resistance Calcuhtted Avera Tile Weight Product A ..roval Tile Dimensions 1. length a= width Product Approval All cnleulatiaro must be submitted to the Building Official at the time of permit application. FLORIDA BUILDING CODE — RESIDENTIAL 44.23 • • •.. • • • ••• •. .• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Table 1: Averape Weight (W) and Dimensions (1 x w .•• .. • . . . . Tile Profile oV t-i'V ibf) . i 4iLefxgth -I (ft) Width -w (ft) Monier Lifetile Spanish 'S' Tile 9.64 1.5 0.865 Table 2: Aefofi+ n4rrlc'IliLullipiiars - X (ft3) Tile ••• Profile :: •.• :::....• X (ft3) Direct Deck Application Monier Lifetile Spanish 'S' Tile 4 ":12" 0.259 e . Restoring Moments due to Gravity M ft-lbf) Tile Profile 3 ":12" �.- 4 ":12" 5 ":12" _ ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Spanish '8' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min.19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 .#8 Screw 20.7 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2- 10d_Smooth. or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 (.._Table 5: Ajt achment Resistance Expressed as a Moment Mf (ft-Ibf) Two Patty Adhesive Set Systems for Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Po l •am Product, Inc. Avera•ewei•ht •er •a 8 •rams. NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 MIA M IDADE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • . • • • • • • • • • • •• • • • • • • • • METRO -DADE FLAGLER BUILDING • • • • • • • • • • • BUILDING CODE COMPLIANCE OIiUCE (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 • • • • • • • ••• • • 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Spanish `S' Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02- 1205.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 1 of 6 • • • • .• • • • • • • • • • ROOFING ASSEMBLY APPR('v &L,• ; Category: Sub- Category: Material: • • Roofing ••• • • • •.. • ..•• • • • • • • • • • • • • ••. • • • • • • • • • .•• • • • • •.• • .•• • • • • • • • • .. • • • • • • • •. . ••.. • . . • • • • • • •• • • • •. ••• •• High Profile RQO %Vies • • • • •. '. • • Concrete • • • • • •• • • • • • ••• .• 1. SCOPE This renews a system using Monier Lifetile Spanish `S' Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by, Applicant Dimensions Monier Lifetile 1 = 18" Spanish Tile w =10 -1/2" min. 3/4" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 11 P0647 -01 P0402 94 -084 94 -083 25- 7183 -4 Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 07-1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS • • .. .. • • • • • • • • • • • .. .. • • • • • • • • • ... • • • • • • • • • ... • • • • ... • TEsC ldentif er '; /5- 7214 -3 • .... • • • • Letter Dated A, L 1J91 • Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations • • ;Test Name/Report • 'Static Uplift Testing PA 102 (1 Quik -Drive Screw, birect Deck) Wirki Tunnel Testing • VA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804-4 & 5 25- 7848 -6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 March 1995 August 2007 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07-1023.09 Expiration Date: 01/02/13 Approval Date: 12 /27/07 Page 3 of 6 • • ••• • • • ••• •• •• • • • *0 •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • Table 1: Average Weight (r/j attd ttirpep ions (I x w Tile Profile Tile Profile Weight -W (lbf) •• • • • •• ••• Monier Lifetile Spanish 'S' Tile Length -1(ft) •• Width -w (ft) Monier Lifetile Spanish 'S' Tile • • • ; •x.8;1 ::.• -0. • • • • 1.5 0.865 • Table 2: Aerodynamic Multipliers - A (ft33 (ft-Ibf) Tile Profile .(ft) Direct D: =' ation Monier Lifetile Spanish 'S' Tile 0.263 6 ":12" Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct ►. = Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.87 N/A 6.78 N/A 6.67 N/A 6.52 N/A 6.34 N/A 6.16 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 4 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 010 • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • Table 7: Attachment tleisistpncq t q rgssep is a Moment - M, (ft-lbf) for Sin • e Pa Adhesive Set S stems • Tile Profile Tile Application .•• • • • • • ••• • • Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile 'Po ari Roltir: ir '• 66.5'3 Polyfaame'olyPro 4 38.7" 3 Lar.e •add •Iacement of 63.rams of Poi Pr0TM. 4 Medium paddy placement of 24g rams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile A. • Iication Attachment Resistance Monier Lifetile Spanish 'S' Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SPANISH `S' TILE (BOOA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 5 of 6 s • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••PRQFILTDMWINGS ••• •• • • • •• ••• •• . • • . •:: • •' • '• ••• • • •• • •.• • ..:•::.. • ....: • • • • • .• ,.:.••..•• MONIER Lill LTILE SPANISH `S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 6 of 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,: Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 PIE _VIVED mAR Permit Type (circle): Building Roofin Permit .No. (9 F 6 6 _ 2 ter Permit No. Owner's Name (Fee Simple Titleholder) 1' k o Ly■iiiv Phone # Owner's Address 9® e. 57- City tAtc- State . Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) 90 N � 474, S/ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # / ! 3 — a, ® / 3 c e E>p Is Building Historically Designated YES NO i'( Zip a2 viz-el; 20A) f Contractor's Company Name A L ! 4 71-S-2 ,t✓S ;Wit c 7 OrAl Phone # 5 q Contractor's Address 1 S 3 City C® ty- / State Qualifier Name t z.. i 5 1IA-c 1(�- °- Ph # 3 3 `f ) 4{/ State Certificate or Registration No. C 'c C /327 ® 3-'7 Certificate of Competency No. zip 333-3 Architect/Engineer's Name (if applicable) 1`S/ Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: % £lJt -5/ 4A- ❑Alteration r /"j; irr a .t I bra 'ii 411 1=1111011111111171 Phone # Square / Linear Footage Of Work: 3 ®c . ❑New ❑ Rep r/Re • lace erta ❑ Demolition /1 /1--i2.2 ******* ** ********** **** * ***** ** ** *** *. Submittal Fee $ Permit Fee $ irs4 e CCF $ CO /CC 1 Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $. Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* ************ * * * * * ** * * * * * * * * * * * * * * * * * * * * * *** Bonding Company's Name (if applicable) /1° /s Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) (117//,' Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 17 day of , 20 _, by day of A ( , 20 ®a' , by 114013 N�c Xl!I it4' , who is personally known to me or who has produced who is personally known to me or who has produced t7TYt✓dW5 As identification and who did take an oath. L i (. f ine b as identification and who did take a NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expire * * * * * * * * * * * * * * * * * * * * * * * * * * * *** x** **** ** x* * *** ** * * * * *** x * ***** : *** ***:*?** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: /.>,/6 . g Plans Examiner Engineer Zoning (Revised 07/10/07) ;••. • Florida ;+ e;d ;©t1•2004 ty Hurricane Zone Uniform Permit Fill in Spec Lk) ' :` cr .•. : • • :••: n•'ts=arfd • •: •• s.° Faslefler g for Anchor /Base Sheet acturer (From N.O.A. or R.A.S. 150 Table 1) (If a component is of used, identify as "jN,As}•: 1 •$1 �{ =•;•s•• 7 ER 71407ra • • ite • � • h6ti 5 :8.g • "oc@Lap, #Rows @ r "cc • .:••;1......• e'h'rfr�ier#s oc @Lap, #Rows 2- © oc System Manufacturer: *NOA # 0- Design Wind Pressures, *Pmax1: 5-1 Pm l`Max: Design Pressure, `Not required for pres System: Deck: e a ( 4� rom RAS 128 or Calculations Corner: 2 "oc@Lap#Rows @ "oc : ?7) ) Pmax3: / 3/•4 rom the Specific NOA 'ptive RAS 150 systems. Type: Guage/Thickness: Slope: Pi kit 00,0 Anchor/Base Sheet & No. o Anchor/Base Sheet Fasten -� NA L.s 1 m% Insulation Base Layer: > sir 2-ro /1/3 Ply(s): !hey iiiftiti6slic,,14 1#iut 14J? ll3onding Material: 44 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Materia: Pi IA 4- Top Insulation Layer: Top Insulation Size and Thickness: Top lnsulation Fastener /Bonding Material: 1 /44 Ply Sheet(s) and No. of Ply( ): 2 l ee..S" _ ;))114s/ c 34 /)2 ria Al Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding terial: 'Z. /1 ife Surfacing: °dA Ngmber of Fasteners Per Insulation Board (From N.O.A. or R.A.S. 150 Table 2) Perimeter: N � Cor 04- ner: lustrated Compo, Details Wcodblocking, Gutte Stripping, Flashi Cant Strip, Counter - Flash' Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing, or Submit Manufactures Details that Comply with RAS 111 and Chapter 16 FT. Roof Deck V 4 13 FT. Parapet Height Mean Height APPROVED Miar-ii Shores Village BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COIVALIANC rWITH ALL FEDERAL - STATE AND COUNTY RULES AND REGULATIONS t • .. •••.•0 • • • 0000.• sr' • •• • 0 •••. •• • • • • • .0.000 •• •• • • •••.•• •y; 00:--0-0 -yam ••" .•. e• ,*I •• _.. ••' .. ---•- -rh -M _;..-.a •• •• '0._ 1 -' :•' Ile N Mi 0.0 a: MOVEMMEMOIROMMUIUMMUM Off UMMUMMINNOMMUM 111 I 111111NIM411PW111 .zdirztlIPAIA IN• rGaii , ■■■■■■ m AN 2111 ARUM Pqr E VUOMWMPMIN _'_ 111 0do MNEiNMI ■ ii_Mm ra ■ emk\o! -...- ■'..',M_.ns "-� 1� Vim.'/_ ... 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':_■ • • • •M•••• • • • •I•••• •• 00 •• 0 •• •• 00 •• • • •• •• • • •• 0110 •• • • • • • • 000000 • • 0 • • • • 0 • 0111 • • 0 0. • • • •••••• •• •■ • • •I•••• M IA M 1•DADE MIAMI -DADE COUNTY, FLORIDA • •••••• • • • ••• • • • • • •• • • • • • • • • •• • •• •• •• • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE cacco • •• • • • •• ~ ' •• •• kb0'VEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • • • •••••0 • • • a • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NQ .) Rim • • • • CertainTeed Corporation (PA) • •• • •• ••• •• •• .• • • • • • • • as M • N M •M • • • 1400 Union Meeting Road • • '• •• •• •• " • • • • ... •r•.•••• •• Blue Bell, PA 19422 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Flintlastic SA Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No.: 04- 0623.01 Expiration Date: 04/13/10 Approval Date: 04/13/05 Page 1 of 7 • • • •••••• • • • •••••• • • •• • • • •• •M MM • • • • •• •• • • •• •• •• •• • • • • • • ••••M• • • • • • • • • • •• •• • • • • • • • •••••• •• •• • • •••••• • ••••• • • • ••• • • • • ••••..•.• • w M • • • •• •• •• • • •• •• M • • •• • ROOFING ASSEMBLY APPRDTAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: • •• •• • • • • • • IS • • • • • •• • M M M • • • N R000inA • • •' "'' • SBS Modified Bitumen •.• M • • •• ••• • • • Woou• •••••• M • M • -60psf • �•M••M• • • ••••• •• • • • M •• • • • • • • • • • ••••• •• See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Flintlastic SA NailBase Flintlastic SA Mid Ply Flintlastic SA Cap FlintPrime SA Dimensions 66'6" x 39 -3/8" 33'11" x 39 -3/8" 33'11" x 39 -3/8" Specification ASTM D4601, Type II ASTM D6164 ASTM D6164 1, 3 or 5 gal pail Proprietary APPROVED INSULATIONS: Product FlintBoard ACFoam II ENRGY 3 . Multi -Max FA DensDeck • TABLE 2 Product Description Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Gypsum coverboard Product Description Fiberglass reinforced, SBS modified bitumen base sheet. Polyester and Fiberglass scrim reinforced, SBS modified ply sheet Polyester and Fiberglass scrim reinforced, SBS cap sheet Water based, polymer modified primer Manufacturer (with current NOA) CertainTeed Corp. Atlas Roofing Corp. Johns Manville R -Max, Inc. Georgia Pacific NOA No.: 04- 0623.01 Expiration Date: 04/13/10 Approval Date: 04 /13/05 Page 2 of 7 APPROVED FAS'i'i NERS: Fastener Number 1. 2. 3. 4. • • • •••••• • • • •M•••• •• •• •• • •• •• •• •• • • • .. •• • • •• •• •• •• • • • • • • •••••• •. • • • •• • • •••• •• 0 • • • • ••..•• N •• • • •M•.•• • 0••••• • • • ••• • • • • • Of • • • •• •• • • • N N •• • • N •• • • • • • N N • • • M •. • • • • • •• Y • NNN • • M•M 1 MJ • ••• • Product Name, ••:r >dipaa • • • ••••••• M N N Oa •• • • Dekfast 14 with : :INt r wi:h : : Dekfast Hex Plate • • • •• h!xegon 1 sthdl•1i'Palt• • • Tru -Fast HD .with MP- 3 Plate Roofgrip #14 with Flat Bottom Plate Olympic HD with Standard Plate FlintFast Fastener with MP -3 Plate EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Exterior Research & Design, LLC Momentum Technologies, Inc. Momentum Technologies, Inc. Underwriters Laboratories, Inc. Roofing screw with 3" round steel plate Roofing screw with 3" square steel plate Roofmg screw with 3" round steel plate Roofing screw with 3" round steel plate Test Identifier 3518.12.03 3519.12.03 DX08C4A DX20E3A R11656 Manufacturer (with current NOA) SFS Intec, -Inc. Tru -Fast Corporation ITW Buildex Olympic Manufacturing CertainTeed Description Physical Properties, TAS 114 (FM Standard 4470) Wind Uplift, TAS 114 (FM Standard 4470) Physical Properties Date 12/01/03 12/22/03 03/22/04 Physical Properties 03/22/04 Fire Classification Published Annually NOA No.: 04- 0623.01 Expiration Date: 04/13/10 Approval Date: 04/13/05 Page 3 of 7 Deck Type 1: Deck Description: System Type E(1): All General and System Separation Sheet: Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: • • • •■••••r • • • •■•••• •• M • • •• •• •• •• • • N•• • • NM.••toe • • • • • lb ••N•• • • • • • • • Q. • N N • • • • • • • ••N•• •• •• • • NN•• • 4•N•• • • • • ••• • • • • • • Wood, i olgh lend • • • • • N' N • N q q' • N N N • • • N • •• N • •• • Min 19 /32 "tht'bk pl,wddd'a'titic!ied in'ac!o?daiice with the Florida Building code, High Velocity Hurricane Zone. •• M • •••q••• •• Base sheetmec } a e, • • • • • • • • •• •• N N w •• • • • Limitation% .« :'• w r •„:„.„ ..•. i •' (Optional) One or more layers of GlasBase, loose laid. One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Anchor/Base sheet shall be fastened with approved 11 gauge 1 -1/4" annular ring -shank roofing nails and tin caps spaced 8" o.c. at the min. 3" wide sidelap. With three additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. (Optional) One or more layers of Flintlastic SA Mid Ply, self - adhered One or more layers of Flintlastic SA Cap, self - adhered None -52.5 psf (See General Limitation #7.) NOA No.: 04- 0623.01 Expiration Date: 04 /13/10 Approval Date: 04/13/05 Page 5 of 7 GENERAL LIMITATIONS: • • • ••N•• • • • ••••• •• life •• • N •• N •• • • •• •• • • life•• •••• • • • • • • ••••N • • • • • • • • • N N • • • • • • • ••MM.e N • • ••••• • ••••• • • • ••• • • • • • •• •• ••• •• • •• MNN • • M • • • • • • M N • • • M • • • • • N • N M •• • • es o• • • • M • •• •• •• • • • • • ••M•• • • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this pre4t. �, •. M w •• • •• • • • 2. Insulation may be installed in multi-41W% i la ndlj, be attached in compliance with Product Control Approval guidelW& eizote ites2411,,leagered 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 shalt be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as detennined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers 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.: 04- 0623.01 Expiration Date: 04/13/10 Approval Date: 04/13/05 Page 7 of 7 '1, g Miami Shores Villa e l OCT � 1 coos L' Building r 0 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 • Of iobi Az021. Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) L. AN °I1)2A Phone # 305- 7 Owner's Address • 0 /v t CitylUit .AMC State.. Tenant/Lessee Name A) / Zip 33 13 Phone # Arf Job Address (where the work is being done) 90 Are 99 S City Miami Shores Village County Miami -Dade Zip 33 13 R FOLIO / PARCEL # / /s OCcC Is Building Historically Designated YES NO C04-- 34 /'%. Contractors Company Name �. f 1J cAvy4 SVC-51 Phone # 9w-33g—fhb's- Contractor's Address 'it 12 W R City j. State ic L Zip 33a2 Qualifier Name s Phone # 9 — 3 4 41/5 State Certificate or Registration No.�` e_t , I S a 7 o s- 7 Certificate of Competency No. Ai Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of WiirliflOIDAadition Describe-W iris: =.4: mitt Phone # �P 8/ / 470 e 0 t Square / Linear Footage Of Work: ?9O t) ['Alteration DNew a eiiairlReplace 4,7o t t ;,Q Demolition r * * * * * * * * * * * ** * * * * * * * * * * * * * * ** *fit* Submittal Fee $ Permit Fee $ 0 .-- CCF $ 41, 40 CO /CC Notary $ Training/Education Fee $ 15, &js Technology Fee $ 6 CD -- Scanning $ 12._-- 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 t� ' achment. Also, . certified copy of the recorded notice of commencemen must be posted at the job site for the first inspection is occur • en days after the building permit is issued In the ace of such posted notice, the inspection will n' re .',#ro ed and a iv fee will be charged Signature IL 412- The f. going instrume i t was acknowledged before me this )4 The foregoing instrument was acknowledged before me this, day �. . j% r ." .,', % 20 by l,A. 3.1_&t e , day o b./ ?l .2. >, 20 a by who is personally known to me who is personally known to me l asPreciti d- who did take an oath. as ide„tir- a i -- and who did take an oath, NOTARY PUBLIC, Sign: even Rope Lit � Print: : `m(1. (ltjConitninion DD IM My Commission Expires: "a4.m 6 rid' d Thu Budget Salm Expires: June 9, 2009 APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY P Sa_ 1 .0 ear a � ��; •b�` MgCurneAs?on �# DD 39 Print: My Commission Expires% / Expire : June 9, Niie'1 Budget Mani Services it Plans Examiner Engineer Zoning SIGNATURE AUTHORIZATION I ° L\rpr 1 y r , herby authorize a representative of Affiliated, Construction Services, Inc; to act as my Agent and to sign on my behalf whatever documents are necessary to obtain the roofing permit and inspections from the local jurisdiction for roofing work to be performed according to the written Propo al date ofSep -E, r l OO( on property located at 1\14E-- � � `aN ��r Ft- in3Authorization for Authority of Agent is limited to performance specified herein. of such signature will expire the earlier of 30 days from the date of my signature below, or upon completion of the roofing job on the above named address, whichever occurs first. Signature Printed Namee Witnes Signature 4 -, ( r Printed Name Acknowledgement: STATE OF COUNTY OF Th:. "; ore •oing 1 trument was acknowledged before me this _day of �,, , ,t by ,� Ark °Pik A who is personally �U�t ��'-"' `j know roduced l i -!r'% �-i as identification. Date Oct 1 14)(4 Signature Printed Name Signature of pers At ortY VAT Hanle Mime ing acknowledgment '�' commission #�D01491i8+� fires: CM 19. 2000 % 41 Bonded nee wev Bondi% C:\Documents and Settings\lyview\Local Settings \Temporary Internet r -r,lin 1 Cif n cT A TT TR R AT JTHORIZATION.doc NOTICE OF COMMENCEMENT A RECORDED COMFY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST iNSPE'CTIOr] CFN 2006R101532 OR Bk 24944 P's 309:) (1ps: PERMIT NO %g TAX FOLIO NO -3.206-013-0466 RECORDED 09/26/2006 12:111:51 HARVEY RUVIFIr CLERK OF COURT MIAMI -CAGE COUNTY FLORIDA LAST RAGE 111111111111111111111111111111111111111111111 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the follcwing information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 96 Ng 96 R 1 2. Description of improvement: R-e 3. Owner(s) name and address: ARX -y. A/ ` RATE 96 A,r. Interest in property: 1ULL Name and address of fee simple titleholder: 4. Contractor's name and address: A f F,L; 7 t p Silk a Tio, 5 d'AVi Ce 5' jt. for PE t r AVG, At, 8. rc 3 3 /t. Z ll'd !4,a►6 If t z W. S k St Y 0444 014 tr: 3 3 ' 5. Surety: (Payment bond requir ably. owner from contractor, if any) Name and address: 1 Amount of bond $ ��rr 6. Lender's name and address: JV�f 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(011) )7. Flo ' a Statutes, Name and address: J 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: A PPt L t ,t7 .4 Coe/ g? cT /A . ®r �(L W. TArEry do F'cf .0404:7; 3332 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is •-cified) Sigriatur-iiirOwner , r Print Owner's Name.f'( -- 1� %� 'T�� (�/� ��- Prepared by. /v /b C-' Al of Notary P ,, Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Sworn to and subs Are C F",opr), %, ccu?s V 'd DA DE I HER ,Y c. -1 Ir / cfw thi; v; a "ru;; c origin ffico on WI TN €S /EY 2004. Address: 'i s 'm-oJ c_ „ SM-7eRb4 1FritUi-) FL333aq and Co my owns D.C. SECTION 1524 ., UGH- VELOCITY HURRICANE ZONES- - R' �.+�� awe S NOTIFICATION FOR ROOFING CONSIDERATIONS ®cT1 1524.1 scope. BYoooeo°o_- As it pertains to this section, it is the responsibility of to 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 in um requirements and standards of the industry for roofing system installations. Additionally ;.,t 11 ° i> ss should •e addressed as part of the agreement between the owner and the contractor. l h- e rr er . initi.I 1 in thq des k'• nated space indicates that the item has been explained. WCC0-2-51-2- 1. Aesthetics -war t 4�r h workmanship provisions of ..Chapter 15 (High - Velocity Hurricane Zone) I are f.r f purpo e� of providing that the roofing system meets the wind resistance and w er i .i•r� perf ance standards. Aesthetics (appearance) are not a consideration with \"respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums,. etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to e performed. • • • • 4. Exposed ceilings: Exposed, open beam ceilings can be viewed from below. The owner may wish therefore, roofing nail penetrations of the underside owner provides the option of maintaining this appearance. •••••• • •. • are where the v i pj ide aft G roof dpcjj to maintain thA.lix hitecturaJ appearance; of the decking pletopot be acseptabr. `f fit •••• • 5. Ponding water: The current roof system and /or deck of the buij ij may not drain wolf We may cause water to pond (accumulate) in low -lying areas of ttv r x f. Ponagig can .k3g1cip indication of structural distress and may require the review of a professional stii tufal engineer. Ponding may shorten the life expectancy and performance of the new r®ofin, system. Pth'dii% conditions may not be evident until the original roofing system is removed. Partclirxd 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 buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Affiliated "' + Sentient hot Hartle Mill wner's /Ag rot's Signature D • to Contractor's Signature Date ( Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Permit No. Contractor's Namey Zrte 6 C yL STk OC -217 Jab Address: ROOF CATEGORY Low Slope Mechanically Fastened Tile Asphaltic Metal Panel /Shingles Shingles New Roof (1 (1 Prescriptive BUR -RAS 150 ROOF TYPE ri Recovering Re- Roofing Mortar /Adhesive Set Tile Wood Shingles /Shakes E. Repair (1 Maintenance ROOF SYSTEM INFORMATION. P Sloped Slo ed Roof Area (SF) Total (SF) Low Slope Roof Area (SF) 36 CO 6 ? .0d Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections nand drains, dearly scuppers, dentify dT ()vein/ G1,�'n$;ons ofr„s�,nd - •• overflow drains. Include dimensions of . elevated pressure zones and location of parapets. ■slu.u.IIu.0 uuuINNNII .IIU�N..lII.IuuI..IuIII% UINNNINN IuuuuI.IINI . • ■ X1111 ■11�1111111111�1110�110��111111t11�11011111111�%11 1111 ■11111111i11111111�11 ■111XIXIMEINNIli M • 11111111111 ■w���11Yl�1111�� ■11111111111111111111111111Y1111■ 111111 ■0� \�11��11l111111111d1111111 ?!1111 1111: 11iioommumnum ii■unmun iiiiiiiunnu iiiiiiiiiiiiiioaixeiiiianiiii ■iiiiiiiiiiii11111 iiiiiiiiiiiiiiiir ■iiiiiiiiiiiiiiiiiiniii41MMINe ■■■■■■■■■■■■■■r.d ■■:�■P -�- ■■11■fi!► "'wow - r- A■■IIM i «MI►Er°1i • • 111111111111111111111111111111111111111 Als"1 ■11■_m 4 - "111■ rl :' AI II:. -. ,i P �ii ■11■ ■R■■■■■■I ■■Iktemr Ors » a.ulIII!" 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H ■n ,� d ■ C'�G Z542 B • . • •• .. .. • • •• • • • • • • • • ..• • :• • ••• • • • • .. • • • • • • • ••• • . • • • • • • •. • • Florida Euilding Ccde Edition 2002 High Velocity Hurricane Zone Unifcrrn PerrT tAnclicaticr4Fcrri. '• : • • . •• Sactic �c ci a .S`. t2. :,: • • ••• • • • • • • • .• • • • • Roof System Manufacturer: A zr "J 1 eg. / 1.e=Zs '171 _::4 : •. .. • • • • • ••• •• Notice of Acceptance Number: 602 — 041 I, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • Pmaxl: nth? . Pmax2: #/•0 Pmax3: ,v4 Maximum Design Pressure (From the NOA Specific System): -TA -- LE 54 Method of Tile Attachment: inebw um 1n-mmy P .1N - IA 41/312 rn s o'S- -Poi-ft) k14-14 0 OCT 17 2006 YJ Roof Slope: :12 Deck Type: Sloped System Descri W Cg 06 c,r ype Underlayment. Insulation: i Fire Barrier: Fastener Type & Spacing: Adhesive Type: 3c f :4 Ridge Ventilation? 1114ft RS WW1 l -413' riWeel e c-1" .k2/Lows l>"11 lvv�c ype Cap Sheet: Mean Roof Height: 10 sr leg T1 t PLQ 7 LF 413 lt�'2/1 ;-✓ oof Covering: A T -L A Art i. .5 elf Alt a *se i, - Type & Size Drip B.y3 ; f,- ,-04t$ INA.0 & -ka 1t, .ter sNAti.se4a0G. dge :- • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • Florida Building Code Edit . on:2004•:: : • ••• • • • • ••• High Velocity Hurricane Zone Uniform Permit Application Form Beo #iora Caiola� #ioS). •: • ••• ,..... ••• • •• ••••• • • ... .•.. Fcr Moment based tile systems, choose either Method 1 or 2. Corr e' ,e valuep fc��irw+t;•the values from Mf. If the Mf values are greater than cr equal to the kir values fcr each area of the roof, then the tile attachment method is acceptable. (P1: (P2:. (P3: •• • • • • •• • • • • • • • Method 1 "Moment Based Tile CalculationsPIriSh1�'. •• • • • • • • XX = ) - Mg: XX = ) -Mg: =Mrz. X�. = ) - Mg: _ Mr3 Method 2 "Simplified Tile Calculation Per Table Below" PP (iii .�f Required Moment of Resistance (Mr) From Table Below : ��e Product Approval Mf J vs Noit ••• •• • • •• • • • • ••• •. NOA Mf NOA Mf NOA Mf Mr Required Moment Resistance* . Mean Roof Height ---`� Roof Slope v Z12 (3:127' 4:12 5:12 6:12 20' 25' 30' 40' 36.5 32.2 34.4 32.2 38.2 36.0 33.8 39.7 37.4 35.1 42.2 39.8 28.4 30.1 31.6 7:12 26.4 28.0 29.4 32.8 30.5 37.3 34.9 32.4 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of Moment Based Tile Systems endorsed by the Broward County Board of Rules and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for F' with the values for Fr. If the F' yalues are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" Product • X cos 0: = Fri: Approval F' Product x cos 0: = Fr2: Approval F' Product = Fri: Approval F' (P1: (P2: x I: = xI: (P3: x I: X w:= ) - W: xw:= )- X w:= W: ) - W: xcos0: Where to Obta n Information Description Design Pressure Symbol P1 or P2 or P3 Mean Roof Height Roof Slope H Where To Find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site 0 Job Site Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Product Approval Mg Product Approval Mf Product Approval Required Moment Resistance Minimum Attachment Resistance Mr Calculated F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight Tile Dimensions W l =length w =width All calculations must be submitted to the Building Official at the time of permit application. Product Approval Product Approval MIA M 9 UACE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Monier Lifetile, LLC 135 NW 20°i Street Rasa Raton, FL n431 1641AM1 DA E COUNTY, FLORIDA • • .MET3.O -t ADE eL4cj.ER BUILDING '14 WIIST taCadiTRIET, SUITE 1603 • • • • • 1 :AIM1,1LDit1DA 33 1 30 -1563 • ' • • r30S) 1'7512901 ' b' (305) 375 -2908 is •• • •• • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • - ••• • ••• • • • .• •. ••. •• SCOPE: • . • • • • • This NOA is being issued under the applicable rules and regulations go • lith@ tl a co�tttrucifgn materials. The documentation submitted has been reviewed by Miami -Dade County i'redyact n°otl> ioalnd accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense. of such testing and the AH.T may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami- -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC tin.A 2R7M ),RR Qnr. NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ��rr,r..AMx rn:lu1 73:fZ 9nOZ -F;t -ass ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 pfd Npticg pf 4 ,septvlce. For locations where the pressure requirements, as determined bjt.apjliitiatil<ealildiag.Colle does not exceed the design pressure values obtained by calculations in aonlplemcwitittAS 12 . :sing the values listed in section 4 herein. The attachment calculations shad be done as a moment based Roofing Flat Profile Roofing Tiles Concrete • ••* • •• • . • • • • • • • 0110 • • • • • .•. • • • • • • •• •• • • • • • • • • • • • • ••• • • • •• • •• • • • .. • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••. • • • • system. 2. PRODUCT DESCRIPTION Manufactured by Aanlicant pimensions Monier Lifetile 1 =15" Atlantis Shake and w =10 3/5" Slate Tile 1 Y4" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7.n' 4i PR7.R J.RR qr Test Sueci ications Product Descriattoq PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For .direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25-70944 25- 7094 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing • PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reraof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 r1T.T. ,400x Mfg IJ' PIR.T.TfT TW z1:n7. qnn7, -ST rt TS Test A2eacx The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc: Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. C0'd Ce3C L88 9OC Test Identifier 25.7133 -6 25- 7183 -5 25 -7214-1 25-7214-5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test �da�e/Renoi Date • .... . ...... . Staic�LTp1iT; s : • • ieb. 1995 (2 Qui'k -Drive Screws, Direct • Deck) • .. • .. ea2irli�? ° esti. • . .F 1995 •.A10;: .. .... (2 Quik -Drive Screws, Batters) Statj;Upi jtT�stil§ ... •. P4301 . . . :. (1 Quik- .Lri'eSe1e$, I3 ecS beck) • . • ... Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain • PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gi vity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December • 1996 25 -7183 March 1995 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 3 of 6 S'IIZ 30021 fERAPI1S1.lQSW~I ZT :OZ 9003- 6T -d2S +A,, • • •• • • • • • •• • • •• •• • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 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 routtlt C,va edlaboratorr tD ,perform quarterly test in accordance with TAS 112, appeidi:�►`As Duch tasting ssa.ail ire rutted to ... . ... . . . the Buildi:ag Code Compliance Once for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. • • r • • • • ••• • • • • • • • s • • • 3.5 30/90 hot mopped underlayment applications may be irattilifl ge4eulai To aloof slope unless stated otherwise by the underlayment material a a7tauflettlren patItslittliitttature. 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 with a minimum of two screws. 4. . . INSTALLATION • • .. . 4.1 Monier Lifetile Atlantis Shake and Slate Concrete. Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 2: Aerodynamic Multipliers - I. (ft3) Tile Profile A. (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & State Tile 0.24 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or greater Monier liable Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 . 5.8 5.6 5.5 tO'd 682E L88 90C NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 SZIZ d00a NVSNVd2IaLI0aW 31:OZ 9003- 6i -dSS Table 4: Attachment Resistance Expressed a.1a Mctae it..M1(ft -lWj •. • for mail -tin Systems ; • • • • •• • Direct Deck: : giGeitt terk (min 15/32" (min. 19132" Plywood). . pl ►oq4) •• • • •• • Tile Profiia Fastener Type Ada niar Lifetiie Atlantis Shahs & Slate Tile 2 -1Cd Rir.0 Shark Naas 1 -1Cd Smacth or Screw Shank Nall 2 -10d Smooth or Screw Shank Nails 1 #8 Screw • • 30.9 • • • • 7.3 10* • ••9.3 • •Mans • •• • •1 • 0 2 2 • 4.9 14.0 •• • • • • • • • •18.8. ••• .. 7.4 • • • • • •' • • 30.8 2 #8 Screw 1 -10d Smooth or Screw • Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) .51.7 • 24.3 • • • 20.$• • •18.2 "51.7 •• 24.4 24.3 24.2 19.0 19.0 35.5 35.5 22.1 34.8 2 -10d Smooth or Screw Shank Nails (Eave CIipL 31.9 31.9 32.2 2 -10d Ring Shank Nails' Installation with a 4' tile headlap and fastemers are located a min. of 2W frorn head of tile. 50.3 65.5 48.3. Table 5A: Attachment Resistance for Single Patty Table 5: Attachment Resistance Expressed as a Moment Mrs (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile • Tile Application Minimum Attachment Resistance Monier Ufetle Atlantis Shake & Slate Tile Adhesive _ 31.34 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Mr (ft -Ibt) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 4 Monier Ufetlle Atlantis Shake & Slate Tile PoIyProN 118.9 PolyProrm 40.4 4 Largepaddy placement of 45 grams of PolyPr&M. 5 Medium paddy placement of 24 grams of PoIyProl". Table 5B: Attachment Resistance Expressed as a Moment - for Mortar or Adhesive Set Systems Tile Tile Profile Application Mortar Set" Monier Lifetile Atlantis Shake & Slate Tile 90'd £8ZC L88 90£ Mr (ftabf) Attachment Resistance 39.0 HILL 1, d0021 M .L 10SW NOA No. 02- 1211.08 Expiration Date: 12116/07 Approval Date: 01/09/03 Page 5 of 6 £1 :03 900Z- 6f -d3S • . ••• • • • ... .5. • LABELING • • • • • .. •• • • • All tiles shall bear the imprint or identifiable :Mang cif tiseirtialtdailtireis naie lcogc, or following statement: "Miami -Dade County Product Can ro1 A Med ".' • • • • • 6.. BUELDENG PERMIT REQUIREMENTS • • • .. • . • 6.1 Application for building permit shall be accompldied:LcQpiti of:la c fg114 s. • • 6.1.1 This Nctice of Acceptzice• • • • • ••• • • • • ••• • ••• • 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the install Lion. of this os em:.. .. • • • • • • • • PROFIT DRAWINGS •. MUCK • • Der • • • • • .•. .• • 1611°..,, WintaLOCK 18 ften MONIER LIFETILE ATLANTIS SNAKE & SLATE CONCRETE ROOF TILE 90'd £8Z£ L88 90C END OF TDB ACCEPTANCE ' • 2" NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 211L .30021 NYSNY2I2i2.LIQEW £T:03 9003- GT -d2S Rx Date /Time OCT- 05- 2006(THU) 15:44 Oct. 5. 2006 3:15PM POLYGLASS USA — Hazleton, PA • 41 •11• • • 410,x.608 4141 •e • • • 4141 •• • MIA M FOgOi: 'MELDING CODE COMPLIANCE °Dna (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150: Lyon Drive Fernley, NV 89408 • • • • • • • • • • Odo • • • •4111 • • • • • • • • ••• • • • • • • • • • ••• • • • • ••11 • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • 11 • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING •• • •• • • • • • • •f4ow5'C PCALLER ir•RAV,, SUITE 1603 •41 • • • ; I+ 144.tlil;'LO121bA33130 -1563 • • • • • (3ti)•373-2 :0 L • F44.(305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted bythe Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product .is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida. Building Code. DESCRIPTION: Polystick P, IR/IRX, TU, TU Plus and MU Underlayments 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 entix 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. 04- 0810,03 and consists of pages I through 5. The submitted documentation was reviewed by Jc ge L. Acebo. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 5 P. 001 1/5 Rx Date/Time OCT- 05- 2006(THU) 15:44 Oct. 5, 2006 3: 15PM POLYGLASS USA — Hazleton, ROOTING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PA • • ••• • • • • • • ••• • • • • • • • • ••• • • • ••• • • •• .f�o'$'608 P. 2/5 • • • • • • • • • • • • • • ••• • • •• • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• • • • • • • • •• • • • •• ••• •• • • • • • • • • • .•• • • • • • ••• •• • PRODUCTS DESCRIPTION: Product. Polystick P underlayment Polystick IR/1RX underlayment Polystick TU underlayment Test Dimensions Specification, Roll: ASTM D 1970 75'x. 3' 40 mils thick Roll: TAS 103 and 65'8" x 3'3 -34" ASTM D 1970 80 mils thick Roth TAS 103 and 32'10" x 3'3 3!s" ASTM D 1970 100 mils thick Polystick TU Plus Roll: TAS 103 and underlayment 65'8" x 3'3 -34" ASTM D 1970 80 mils thick Polystick MU underlayment Roll: TAS 103 and 65'S" x 3'3-'4" ASTM A 1970 80 mils thick Product Description A polyethylene top surface, self-adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. A non- wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non- wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof the underlayment. NOA. No 06- 0424.03 Expiration Date: 09/13/11 Approval.Date: 09/14/06 Page2of5 P. 002 Rx Date /Time OCT- 05- 2006(THU) 15:44 Oct. 5. ,2006 3:15PM POLYGLASS USA — Hazleton, PA • • ••. • • Aop.9,608 P. 3/5 .... • ...... • • • • • • • • • • • • • . • • • • ••.• • • • . • • . • • • • • • • • . • ••• • • • • ••• EVIDENCE SUBMTI I I D: Test Aaencv Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.0I-1 'OAS :03 :: • ` Q4.27/01 #11756.08.01 -1 argil 1.94 •4$/14/01 #02202.08.05 TAS 103 08/29/05 • • • .• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • ••• • • • PRl Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 INSTALLATION: Deck Type 1: Wood, non- insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3, Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the tnenmbrane is applied. . All side laps shall be a minimum of 3 -'/z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be leis exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssenibIy current Product Control Notice of Acceptance. 8. 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 PoIystick shall be applied over the underlayment. NOA No 06-0424.03 Expiration Date; 09/13/11 Approval Date: 09/14/06 Page 3 of 5 P. 003 Rx Date /Time OCT- 05- 2006(THU) 15 :41 P. 004 Oct. 5. 2006 3:16PM POLYGLASS USA — Hazleton, PA ;• •• •• ;• • ••• ;• .f10•f608 P. 4/5 • .•• • • • ••••• • • • • • • ••••. • • • • • • • • • • ••• LINIITATTIQNS: 1. Fire classification is not part of this acceptance. •• • •• • • • • • • • • •• • • • •• • • .• ••••• • • • • • •• •••• •. • •. • • • .• • • ••. • • • •• • • • .. ••• •. • . • • . • • • • .. • • • • • •.. .. 2. Polystick P and IR/XXRX may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof tile underlaynaent. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick? shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IB/IRX, or MU shall not be Ieft exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick fR fRX 5 :12 Polystick MU No limitation Polystick TV, TU Plus No limitation Flat Tile Profiled Tile Prohibited 5:12 No Iimitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of S Px Date /Time OCT- 05- 2006(THU) 15: 4Q Oct. 5, 2006 3:16PM POLYGLASS USA — Hat leton, PA :, ,: • LIMITATTIONS: (CONTt UED) • .• • • • • • • • • • • • Flo .460 8 P. 5/5 •• •• • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • • • • • ••• • • •• • •••• • • .• • •• •••• • • • • • • • • • • •.• • ••• • • • .. • . • • .. ••• •• • j 9. Care should be taken during the loading procedure to keep'fpo= tca f c o • gin umgnjd to avoid dropping of tile directly on the underlayrnent. Refer to PoMMglais :ire.15ading cjAt1 fcu'loading procedure. Roofing Tiles (6 Max. Per Stack 12 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/1RX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TV Plus & MU 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. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDYNG PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF TIM ACCEPTANCE NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 5 of 5 P. 005 MIA MI•DADE BUILDING CODE COMI ?LIA`CE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• •i i i • •i1IA tjt -DAD£ oi? tNTY, FLORIDA 14VTI�?- :ADEVI:k41. BUILDING • • • ?40 WES?FLI GLER S•fRE1'r, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • Q05)•V5 -221111• Fa (305) 375 -2908 • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • •. • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The 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: Polyproo 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 JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Poiypron AHI60 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 Polyprog 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 Roofing Roof tile adhesive Polyurethane • . ... • • • • • • • • • • • • • • • • • ... • • . ... • • • • • • • • • • • ... • • • • • • • • .. • • ... • .. • • • • • • .�. • • • • • • • • • • • • • • • • • • • • .. • • .. • .. • • • .. ••• .. • • • • • • • • •. • • • • • .... •. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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 EVIDENCE SUBMITTED: • • ••• • • • ••• •• • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• • •• •• • • •• • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • Test Agencv Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 '£f1S, 191 • • • • • • 044 ©8/94 • 257818 -1PA •'£E1�; t11; : : • 12f1,6/96 25- 7438 -3 1D :1- 9R. • : : :.. 1425/95 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- 0621:11j 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. 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® AH160 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. / IF; W F'= 2 MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • •• INSTALLATION: • • • • • • • • • • • • • • • • • • • • • • • 1. Polypro® AH160 may be used with any roof tile assembi?Illvint a cuiltift NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the C om:tor en: Applia.ationnseetipn and the corresponding Placement Details noted herein. The roof tile aS$er:111y't a4ht:Ve attachtpt with the use of Polypro® AH160 shall provide sufficient attachmweretslinte,•e:epr$ssed.assatruplift 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 ro_ of tile assembly NOA 3. Polypro® AH160 roof tile 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. 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 Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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 • • •• 11 • • • • • • • • • ••• • • • ••• • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • •• •ADHESIVE PLACEMENT DgTA 1.:11• • • • SINGLE PATTY "• • • •• •• • • •• • • • • • • • ••• • • •• ••• • • • • • •• • •• • • • • • 1) Place enough adhesive to achieve 17 to 23 square inches in contact with the pan the rum ufe gofaer a 112 o in. From outside edge of cove Then install the the. Underiayment 1 Optional2x4's for steep pitch applications Nail through plastic cement Remov top portion of the eave course cover Hle. Abut to second course of pan Wes. Ensure eave end of pan and cover Mosare Hush at save tine. Eave closure (mortar shown) Weephole peseta Bo Sheathing Optional Pohd•up Mortar on longitudinal e edges of tile NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • ••• • . • ••• •• .• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • 0 ••• • • • •• • •• ADIIESIVE PLACEMENT L' TQIt 2 • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • . • • SINGLE PATTY • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• • •• • • • •• • • • • ADHESIVE PLACEMENTVF:rAt 3: :'. • :::'. DOUBLE PATTY*:* '•' ••• ••• ••• ••• • •• • • • •• ••• •• • ..• • • • • •• • • • • Nail through plastic cement Paddy (between tile) Paddy {under tile) 1 x3in. Single paddy on under. layment Single paddy under the Single paddy on top of tile s• t/b' ft / Eave course y 2 in. X 7 in. medium size paddy eave Fascia • course only Nail through plastic "merit Underlayment 1 • SmglopaddyKandertile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only in.x 3 in. I 4 in. Single paddy on under- Payment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy between tile J� -4.4 in. x 3 In. Single /paddy on underlayment Single paddy on top of tile Eave Course Eave Closure Z in. x7 in. medium size paddy nave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Ji1 -qi tt `r - 67Dn PL G zt:Zel Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and identify Manufacturer• (if a component is not used, identify as "N. ") System Manufacturer: *NOA# `%3- (50I... C5'. Design Wind Pressures, From RYAS 128 or Calculations *Pmax1: 5. Pmax2: gl '3 Pmax3: /31. L *Max: Design Pressure, From the Specific NOA *Not required for prescriptive RAS 150 systems. System: Deck:. md, • • •Type: d da/ r Guage/Thickness: Slope: I/4 3 2 Field: Fastener Spacing fcr Anchor :Rasa Sheet (From N.C.A. or R.A.S. 130 Table 1) q Perimeter: Corner. "cc @Lap, #Kcws rGJ y "cc "oc r@. Lap, #Rows °4( @ r© "oc °'••• "oc @Lap, #Rows 4 @ Number of Fasteners Per Insulation Board (From N.O.A. or R.A.S. 150 Table 2) Field: fr /4- Perimeter: Anchor /Base Sheet & No. of Piy(s): 4:11-k-42/9 5 75- : 6'GIf15#%5- Anchor/Base Sheet Fastener /Bonding Material :: 43,/vd 5,644 o ,AJA r� s % '�t l'— / °�! TiAr 3*13"/ajv iaii?-7 u )g; 6 ®%3'S' / /8f t1AK Insulation Base Layer. A/ 1,1- • Base Insulation Size and Thickness: ✓1'`A Base Insulation Fastener /Bonding Material Top Insulation Layer. 4lac. Top Insulation Size and Thickness: fl /9 • Top Insulation Fastener /Bonding Material: 74 PIy Sheet(s) and No. of Ply(s): Ar ezAs. Apr 4-0V4, Ply Sheet Fastener /Bonding Material: Try 0E-tf 4 sp half- } a f°r>ao //S Top PIy: ELF ?/rli '!4I. scpefdeie " c.,1/ s Top PIy Fastener /Bonding Material: O/ '6) Surfacing: "oc Comer: 4i/4 Iustrated Components Noted and Details as applicable Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, . Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Qomponent IV tetkri, • Material Thickness, FasteAdr Tj7pe, Fastener Spacing, or Submit Mant gaigs Details t,iat Comply with RAS 111 tf1d'Qhaptee a p•: `r F'Et Ar?fAL.:t "..57?2%' R-7, :t p ,3n �J� /giaTtt� Pao ol/°L r 4%P�Ly.y r "VT A$P it-A7^ 'Ape AAs# 5 Asp •••• • a • •• •• • • • 4 • • • • • • • • • • • • • • Parapet . *Height. •••1• • / 3 FT. • Mean Height Roof 09/27/05 • • • • • MI AMICADE B'GILDI:NG CODE CONTLL NCE OI+'r10E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporariou 1361 Alps Road Wayne, NJ 07470 IvIIA14II -DARE COUNTY, FLOR2DA METRO -DADE FLA.GLER BUILDING 130 7/ 2ST FLAGLER STREET, SLITE 1603 FLOB A 33130 -1563 (305) 375-2901 F A. X (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with. the High Veloc qty Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. • • • .• .. • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1pgp, city, state ;id following statement: "Miami Dade County Product Control Approved ", unless otherwita Re e'd herefd.• • • • • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filea'anli there his been no • change in the applicable building code negatively affecting the performance of this prollucl* : � •.. • • • • • • • • • • •••• • TERMINATION of this NOA will occur after the expiration date or if there has been td'vi$ ion or ctjwB,ge in tle' • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement et *a* product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 ROOFLNG SYSTEM Cate'or' Sub- Ca e?nrv: APPROVAL Roofing BUR Deck Tvpe: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Fmnlsion (Matrixlm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yT"x 6 Dimensions 5, 55 gallons 601b. bags 5 gallons Test Specification Product Description ASTM D.41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. • ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum. coa Ag` • 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide • .... • • •••• • • • • ASTM D 3019 Refined asphalt blend. ssith a miiferal ASTM D 3409 stabilizer and fibers. $eri nts adhesion'to wet and dry surfaces.. •.... • • • • •• • •••• • .. •• • ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement• ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 2 of 21 Deck Type 1: Deck Description: Wood, Non- insulated 19/32" cr greater plywood cr wcod plank deck3 System Type E (1): Base sheer. mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1drm Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Flynt 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 rows12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) . GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) �S ilex PlyTM 6, GAFGLAS #75 Base Sheet or any of a ove 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.'n the field. (Maximum Design Pressure —52.5 psf, See GeneraW4im ion #9) GAFGLAS #75 Base Sheet or any of above Base sheets attacTed two deck. ttdf .• Drill Tec (GAFITTE) #12 or #14 Screws and 3" Plates, 12; VIA 4 rows 'Me row is in the 2" side lap. The other rows are equally spaced app;oximat ly 9'; • o.c. in the field of the sheet. •••• • •' (Maximum Design Pressure —60 psf, See General Limita iiarz #N'3 .••••• Any of above Base sheets attached to deck approved annulAtring shank nals and 3" inverted Drill-Tec (GAFTITE) insulation plates at lfaVatr spacing'of 9" o.c. at the 4" lap staggered in two rows 9" in the field. . (Maximum Design Pressure —60 psf, See General LimitatiQrc • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck ys ith: Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #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 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 • • • • • • • • • • Surfacing: (Required if no cap sheet is used Install one of the following: 1. GAF Special Rc.,,ofinc: Bitumen with an application rate of 20 lbs./sq with an aupl;cattion rate. of 1.5 9:al./sq.: cr GAF Vv'EAT= COAT(-0 Emulsion (Matrix. 305 Fiber ed Emulsion) with an application rate of 3 za1.1sq.; or G-.A.7 Pramiuna-Fibered Aluminnra Reef Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20%; plus gavel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal S11 (Matrix 602 SB Coating),-Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design Pressure: See Fastening Above • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 • ] ( l al /sq G(2. at 50 plied 5dry at 50 hies, q (12 at 50 arias, dry it 50 t 1.2 at 1 t 1.2 dls). oly- lous ons, lied ils). o1y- sq/ 50", 31y- it 1 sq/ /sq 2006 ROOFING MI ROOF COVERING MATERIALS (TEV1 Roofing Systems (TGFU)- Continu Foam: "Poly -iso" or "Poly -Iso Special" with "Poly • 25 I or "Poly- foam 303 ", 1 in. min. II Base Coat: One or two applications " Gacoflex plied at 1 gal /sq /application or three applications, appliyld 1 -1, gal %sq/ application (16-32 dry mils). Surfacing: "Cacotlex tIA -60" Series (various colors), applied 1 gallsq (15 dr' mils). 31. Deck: NC Incline: 2 Foam: "Poly-iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly - foam 303", 1 in. min. Base Coat "GacoSil S -1000 Series" or "GacoSil 5 -1600 Series" (GacoRoof), applied at 1. gal /sq (10 dry mils). Surfacing. " GacoSil 5-1000 Series" or "GacoSil 5-1600 Series" ( GacoRoof), applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: " Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing. " Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 • Foam: ' Tolyfoam 275 ", any thickness. Base Coat " Gacoflex A-3211", 1-1/2 gal /sq (14 dry mils). Surfadng: "Gacoflex A- 3200" series (various colors), 1-1/2 gal /sq (14 dry mils). 34. Deck NC • Incline: 2 Foam: Polyfoam 251, . "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat One or two applications " Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16-32 dry mils). Surfacing One application of " Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Dedc NC -. Incline: 1/4 Foam: " Polyfoam 251 ", " Polyfoam 275" or "Polyfoam 303 ", any thick- ness. Base Coat: " Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with " Gacoflex UB-64," applied at 1 -1/2 gal /sq or " Gacoflex UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing " Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). 36. Deck NC • Incline: 2 Foam: " Polyfoam 275 ", any thickness. Primmer: "E -54" (not UL Classified), 0.67 gal /sq. Base/Top Coat "U -62 ", 2.0 gal /sq. Base Coat "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with " Gacoflex UB -64," applied at 1 -1/2 gal /sq or " Gacoflex . UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing " Gacoflex U-66 ", applied at 1/2 gal /sq. t6 dry mils). 37. Deck: NC Incline: 2 Foam: " Polyfoam 275 ", any thickness. Primer: "E -54" (not UL Classified), 0.67 gal /sq. Base/Coat "U-62", 1.25 gal /sq. Base Coat 1U -62," 0.75 gal /sq. Base Coat (Optional): "U -62," 0.75 gal /sq. Base Coat "U -62," 0.75 gal /sq. Surfacing (Optional): • walnut chips at 9 to 11 lbs per sq. 38. Deck: NC • • Incline: 2 . Primer (Optional): "Gaco Primer ", (not UL classified). Base Coat "GacoSil S -1600" (GacoRoof) at 1 gal per sq. Top Coat "GacoSil S -1600" ( GacoRoof) at 1 gal per sq. Surfacing (Optional):_ Roofing granules applied at 30 to 35 lbs per sq. 39. Deck: NC Incline 2 Foam: " Polyfoam 273 ", 2 inches maximum Base Coati • "GacoSil S-1000 Series " or "GacoSil S-1600 Series" at 1.1 gal Per s1• ' Top Coat "GacoSil S•1000 Series" or "GacoSil S-1600 Series" at 1.1 gal Sper f uracing (Optional): Roofing granules applied at 30 lbs. per sq. 40. Deck NC Incline: 1/4 Foam: Polyfoam 273", 2 inches thick. Base Coat: "U -62 ",1.25 gal /sq. Second Base Coat "U -62 ", 0.75 gal /sq. (Optional walnut shells at 8 -10 lbs per sq) Surfacing. 1J-62", 0.75 gal /sq. 41. Deck NC Incline 1/4 TERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) 177 Roofing S -stems (TGFU) - Continued Foam: " Polyfoam 273 ", 2 inches thick. Base Coat: "UB- 8380 ",1.5 gal /sq. Top Coat: "S-10 Series ", 1.5 gal /sq. Surfacing (Optional): No. 11 roofing granules applied at 50 lbs. per sq. 42. Decic NC incline:t3 /4 Foam: " Polyfoam 273 ", 2 inches thick. Base Coat "3- 6006 ", 3.5 gal /sq. (Three applications at 1.16 gals /sq.) Second 3ase Coat: "0- 6006 ", 0.35 gal; sq. Surfacing: 1.1-6006", 0.85 gal /sq. (Optional No. 11 roofing granules at 30 lbs. /sq.) 43. Deck: NC Indine: 1-1/4 Foam: " Polyfoam 273 ", 2 inches thick. Base Coat: "A 32 Series', 1.5 gal /sq. Surfacing: "A 32 Series", 1.5 gal /sq. 44. Deck: NC Incline: 1-1/4 Foam: " Polyfoam 273 ", 2 inches thick. Base Coat "Conklin Benchmark", 1.9 gal /sq. Surfacing " Conklin Benchmark ",1.9 gal /sq. 45. Deck: NC Incline: 2 Base Coat: "A -38 Series", 0.75 gal /sq. Second Base Coat "A-38 Series ", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per s GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in thick (min) G-P Gypsum DensDeck® may be used in any existing noncombustible deck acassikation. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The Joints in the gypsum board and overlayment board are offset 6 in. with the joints in the dec1. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGI Piz 4" or "Ply•COrtay be adhered to G-P Gypsum DensDeck® in hot asphalt. • • uard Ultra" is an acce table'alternarto•crtergyGuard "•in any applicable Classification. • • • • 'GAF Stratavent Eliminator Venge Sheet (Na* able)" maybe mechani- cally attached or hot mopped over: o :combustible decclkss and as ad9FCtiei' over • existing roof systems. GAFGLAS Perlite Insulation meliett alized a* a cover board rim VER- GUARD" insulation in any of tta:.fpl]ctjng systems. • • • . • Unless otherwise indicated, the ro_of 4`nsulations isestechanicaily Igslened, adhered with fiat mopping aspira?t o irethane fnsulation adhe lld&! P et's_ty_ rene reference in any of the folloe @lissficatons include "ENERGuard EPS Insulation ". • • • • • .• • • References to glass fiber insulation i t Jude "]O�aard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS•WI 'PH HOT ROOFING ASIliAtt: "GTAe G2 asphalt glass mat base sheet ( "GA•FCASS#75 Base Sheet" or FGLAS #80 UL'TIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Gaga A, -B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt &lass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ® ". or any other -UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an R1306 LOOK FOR THE UL MARK ON PRODUCT "vs ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base. Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in arty of the following NC Classifications. Unless otherwise indicated, any of the- "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. ClassA,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS. roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck C -15/32 Class A Insulation (Optional): One or more layers yens: 3 fiber, isocyanurate, urethane, perlite/isocyanurate perli c composite, fiber, glass urethane composite, wood fiber/isocyanurate composite, ' perlite/ Po composite, phenolic, any thickness. Ply Sheet Three or more layers. Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. • Surfacing: Gravel. ; Z Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ • urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers 'Type. Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber,. glass fiber isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood Sber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheer. 4.. Deck: NC • Incline: l/2 Insulation: , One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Indine:'1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer type G2 "GAFGLAS #75 Base Sheet" (may be nailed). • Ply Sheet One or more layers Type G1 " GAFGLAS Ply '4" or "GAF - GLAS Ply 6 ". • • Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type Gi " GAFGLAS Ply 4" or "GAF - GLAS PIy 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Dedc C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, .ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 2. Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or 'Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck C -15/32 Incline: 2 ROOF COVERING MATERIALS (TEVT) oofing Systems (TGFU)— Continued Insu tion . Optional): One or more layers perlite, wood fiber, glass fiber, �o urate, urethane, perlite /isocyanurate composite, perlite/ ure .timposite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gi. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness; Base Sheet One or more layers Type G2, "GAFGLASS #75 Base Sheet °. Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6. Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. Surfacing: "Fireshield MB ", 2.5 - 3.0 gal. /sq Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation. (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any • thickness. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". • • • • Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet°, hot mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Rom or more layers Type G1, G2 or GG3. • Membrane: One or more layers lubercid Torch" Z'Sr$o'o'ta or Graaaiut®), • • "Ruberoid Torch Plus" (granule),'k.beroi•d Mop" ((ingth or Granule), • or "Ruberoid Mop. Plus" (granule). . • • Cap Sheet "GAFGLAS Mineral Sdi'IatCc Cap Sheer,'ho/ mopped: Chase•••• • • •` 1. Deck: C -15/32 • • Patine: 1 /?• •: . • • Insulation (Optional): One or mare • slayers perlite, wood. fiber, • fiber, isocyanurate, urethane, perlytg/ nurae composite, pew• • urethane composite, wood fiber /is ° � to co ds• 1henolic„ any... thickness. • Ply Sheet Three or more lay**T pe'.Gi "GAFGi.A,S 'Ply 4" or • • "GAFGLAS Ply 6 ". • • • • • • Surfacing: "Special Roofing Bitumen" 29 lbs /sq. • • • • • COAL TAR FELT SYSTEMS WI1%f, bittOOFING COAL TAR, Class A • • • 1. Dedc C -15/32 Incline: 1/2 .. Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. LOOK FOR THE UL MARK ON PRODUCT. 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two lavers "Isctherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type Gl or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type G1 or G2, adhered with hot roofing asphalt- • Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type G1 or type G2, hot mopped in place. Coating. "Fibered Aluminum Roof Coating". 6. Deck NC ' . Incline: l Insulation (Optional): Perlite; glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet One . or more plies Type G1 or Type G2, fully adhered with either " Ruberoid Modified Bitumen Adhesive" or " Ruberoid Modi- fied Bitumen flashing Cement". Coating: "Fibered Aluminum Roof Coating", 1-1/2 gal /sq. 7. Deck C 15/32 Incline:1 Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet Three or more plies Type Gi, hot mopped in place.. Coatings: " Fibered Aluminum Roof Coating", 1-1/2 gal /sq. 8. Deck: NC Incline: 1 Base Sheet Any UL Classified Type G1 or Type G2 base sheet, mechanically fastened. • .. Base Sheets Any UL Classified Type G1 or Type G2 base sheet, max. 2 plies, fully adhered with "Matrix Standard' Cold Lap Adhesive 103 ", 2 gal. /sq. Surfacing: "Matrix 322 White Elastomeric Roof Coating", 2 gal. /sq. 9: Deck NC Incline: 1/2 Insulation (Optional): Perlite, glass fiber, . polyisocyanurate, wood fiber, mechanically fastened, any thickness. Pty Sheet Three or more layers Type G1 "GAFGLAS Ply 6 ", hot mopped.... Surfacing:' "Fireshield MB", 1.5 - 2.0 gal. /sq. Class B 1. Deleted 2. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness.. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS. Ply 6 ", hot mopped. Surfacing. Grundy Industries "al MB Aluminum Roof Coating ",1 -1/2 Deck./ NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate; urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet:. Three. or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C Deck: G15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass Sher, 2 in. max. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or „GAFGLAS Ply 6 ". Surfadng: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. `Deck C -15/32 Incline: 2 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Tnree or more layers Type G1' "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck NC Incline: Unlimited ' Surfacing: "Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utiliremultiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating " may be used on any of the following Classifications not exceeding 1/2 m. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombus- tible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive maybe used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. • • Optional) Noncombustible desk classifications', a • tpt lcable f r u.v.ower co( ustible (15/32 in. min plywdbgiVects when 1/2 in. (min) gypsum- hoard or 1/4 in. (min) G-P Gypsum DDeennssDDeecckk ®® are used.i%•c@ly over the dedc•with all joints staggered 6 in. (min) frdM pod joints** • • A vapor barnor may be opt ionriiyoisskalled under all systems tilizing. "EVERGUARD" insulation. "EVE);Ct j.4RD" insyiation is an acc'' alternate in any polyisocyanurate insulation of five lE&W i g systems. GAF- GLAS Perlite may be used as an oiMidif aver EVERGUARD i isulethtra) €AF- GLAS Stratavent Perforated Bases • • y be ut ilized•as an adriti Ply in any of the following systems... .. • • . The following membranes may be used interchangeably within tiiei trn group: A. "Ruberoid Torch Granule , �ltubero Torch Grannie Plus ", `7tuhot'oul B. " Ruberoid Mop Smooth", "9BVS } W €mooth", s'i�uberoid 601.:(iaip.Pb s ", " Ruberoid 30' . • • . • • • • • • • C. " Ruberoid Mop Granule', " Ruberoid Mop P1usCrartule" "SBS HW Granule ", "SBS HW Plus ". D. " Ruberoid Mop 170 FR (1 sq) ", " Ruberoid Mop 170 FR (1/2 s )" E. " Ruberoid Mop FR 2", Ruberoid 30 FR", "SBS HW (Heat Weld) FR Granule" F. " Ruberoid 20", "SBS HW (Heat Weld) 25 ". G. "Flame Free 180 FR ", "Ruberoid Torch FR ", `Brat Supreme Plus APP Granule FR ", "GBSP- 250FR ", "Brai Supreme -APP Granule FR" : • Unless otherwise indicated, the Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at 2.5 - 3.0 pa1 /sq, and the incline of the resultant system would be increased to a 3/4 in. incline. But if the incline of the Classified system is greater than a 3/4 in. incline, the incline of the roofing system would be maintained when surfaced with "Fireshield MB" at 2.5 - 3.0 /s galUnlees. Unless otherwise indicated " Ruberoid EnergyCap SBS 30FR" is an acceptable alternate for " Ruberoid 30 FR" or "Ruberoid Mop 170 FR" in any applicable Classification. Class A - Ballasted 1. Deck NC Incline: 2 Insulation: One or two layers "Isotherm R", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River bottom stone; 3/4 to 1 -1/2 in. diam, 1000 Ibs /sq. 2. Deck C -15/32 Incline: 1/4 (NC -2) Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). LOOK FOR THE UL MARK ON PRODUCT WOOD DECK SYSTEM Lmi^1T..TIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. .... Minimum l" Dens Deck or u T y p g ,.,,-p S board is cLcep tal._ e to re installed over the weed deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer . 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved • asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on *all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap. and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') vine pf 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener. M ? 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 attgi'tent is twee on a minimum fastener resistance value in conjunction with the maximum. mule desig?i'Jalild listed within • • a specific system. Should the fastener resistance be less than that required, as detilanted by • • • • Building Official, a revised fastener spacing, prepared, signed and sealed by a Fkg'¢iltegisti red . • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revisafs' %tener$plefrtg shall utilize the withdrawal resistance value taken from Testing Application Standauds:TAS 105 and . calculations in compliance with Roofing Application Standard RAS 117. • • • • • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure Cequeepents 00.these • areas. Fastener densities shall be increased for both insulation and base sh'e'et a% calcul`nel.in • • compliance with Roofing Application Standard RAS 117. (When this limitation is spec acally 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 . Page 21 of 21 ROOFING APPLICATION STANDARD (RAS) No. 123 STANDARD PROCEDURES FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF 1 Scope 1.1 This roofing application standard has been developed to provide a responsive method of complying with the requirements of Chapters 15 & 16 (High Velocity Hurricane Zones) of the Florida Building Code, Building. This application standard provides the minimum design pressures for the field, perimeter and corner of roof areas for Tow slope roofs of mean roof heights up to 40 feet. 2 Definitions 2.1 For definitions of terms used in this applica- tion standard, refer to ASTM D 1079 and the Florida Building Code, Building. 3. Applicability 3.1 This application standard applies to: a. exposure 'C" category buildings; and b.. building heights of less than or equal to 40 feet; and . c. roof incline (pitch) is not greater than 1/2 in.; 12 in.; and/ d. roof areas less than or equal to 350 roofing squares.. • • 32 Using Table 1 below, determine the minimum design pressure for each respective roof area, which corresponds to. the applicable roof height range. 3.3 Referencing the selected Roof Assembly NOA, check that the listed minimum design pressure for the particular approved system meets or exceeds those *listed in Table 1 above. • •• • • •••• • •••• • • •••• • TABLET •••• • MINIMUM DESIGN WIND tiDLIFT PRESSURES. IN PSF FOR FIELD (PO)). PERIWIG", (PS) • • AND CORNER (P®) AREAS OF ROOFS FOR EXPOSURE 'C' BUILDINGS'. Roof mean height1' PO (Field) 20 . -52 25 30 -54.3 -56.6 35 -58.4 40 -59.7 Calculated in accordance with ASCE 7. FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ PO (Perimeter) 47.3 -91.1 -98 -100.8 • • •••• • .(Comer • • )' •• •- 131.4••;•• -137 • • • -143 -147.5 -151.2 • • • • • • • • co SS • • • • • (RAS) 128.1 03/05/2007 05:47 3057566520 February 12, 2007 CONSULTINGALTERNATIV Trost the Desk, of Ari Lynn Turner Citizens Property Insurance Corporation ATTN: AdoIla Ford Department of Financial Services Mediation Section Bureau of Insurance Consumer Assistance Tallahassee, Florida 32399 -0322 Re: REQUEST FOR MEDIATION Citizens Policy Number: Citizens Claim Number: Date of Loss: Insured Location: Dear Ms. Ford: 5462954 243744 October 24, 2005 90 N.E. 96th Street Miami Shores, FL 33138 PAGE 02 Pursuant to the Notification of Right to Mediate enclosed in the correspondence from Citizens dated November 17, 2006, I hereby request mediation of the supplemental insurance claim filed October 20, 2006. The amount in dispute is $57,716.63, representing the difference between Citizens' estimate of $11,223.47 and replacement quotes from roofing contractors for $68,615.00 and $68,940.00. Background, Subsequent to Hurricane Wilma, an insurance claim was filed with Citizens due to roof damage resulting in numerous leaks and water damage throughout the entire house including in the living room, dining room, entryway, pantry, game room, breakfast room, kitchen, hallway and a bedroom, At the time the adjuster inspected the roof, I had not secured estimates from roofing contractors since, due to the tremendous number of South Florida homes with roof damage, reputable roofing contractors were extremely difficult to engage. After contacting numerous roofing contractors who either turned me away or wait - listed me, 1 was finally able to obtain two quotes for the needed repairs: for $68,615.00 and $68,940.00. A third quote was discarded due to contractor 03/05/2007 05 :47 3057566520 February 12, 2007 Citizens Property Insurance Corporation Page2of2 CONSULTINGALTERNATIV PAGE 03 measurement error. All companies concluded that the entire roof needs replacement because over 90% of the tiles are loose and damaged. In the time period between Citizens' inspection and my obtaining quotes from roofing contractors, Citizens issued a payment of $7,163.47 ($11,223.47 minus deductible of $4,060.0. Based on the reviews of three roofing contractors, this amount is simply inadequate to replace the damaged roof. Given the need to make repairs as quickly as possible, I signed a contract with Affiliated Construction Services, Inc., paid an $8,000.00 deposit in August, 2006, and requested a supplemental claim with Citizens. The roofing permit has been issued by the Village of Miami Shores. After the supplemental claim was rejected, I engaged Trevi Engineering Contractors Group, Inc. to perform an uplift test on November 18, 2006. The test concludes that the roof has failed and must be replaced. A copy of the test results was provided to Citizens on January 4, 2007. We are now facing the possibility of mold damage as well and request mediation be scheduled immediately. Please contact me at (786) 299 -1029 if there are any questions. Lynn Turner Property Owner & Insured 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 04 ?'ITIZENS January 18, 2007 Ari Turner 90 NE 96th Street Miami Shores, FL 33138 RE: Claim Number: 243744 . Policy Number: 5462954 Date of Loss: 10/24/05 Dear Insured: We are in receipt of your letter dated January 4, 2007, wherein you are requesting payment for replacement of your roof based on the report from Trevi Engineering Contractors Group, Inc. The report states the test was "ON -SITE CONCENTRATED UP LIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS -106." The Florida Building Code 2004, in the section for TEST PROTOCOLS FOR HIGH - VELOCITY HURRICANE ZONES, the section for TESTING APPLICATION STANDARD (TAS) NO. 106 STANDARD PROCEDURE FOR FIELD VERIFICATION OF THE BONDING OF MORTAR OR ADHESIVE SET TILE SYSTEMS AND MECHANICALLY ATTACHED, RIGID, DISCONTINUOUS ROOF SYSTEMS states in item #7 Load Application, paragraph 7.1.1 This test shall be carried out on all mortar and adhesive set applications after final completion of the application at a time stated in the Product Approval or as specifically approved by the manufacturer of the mortar /adhesive." In other words, the TAS 106 testing is for testing new roofs after installation, not on older roof such as yours. Based on this, we are not in a position to consider this report for the basis of considering total replacement of your roof. Please notify the Department of Financial Services of your intent to go to Mediation at your earliest convenience. Your claim will be forwarded to our Mediation Unit. By stating the above reason, Citizens Property Insurance Corporation does not intend to waive any other rights or defenses which we now have or may have in Attention: Claims P.O. BOX 19700 Jacksonville, FL 32245 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 05 the future under the above - referenced policy. All rights, defenses and privileges afforded under said policy are hereby expressly reserved. If you have any questions, please contact our office. Sincerely, o Sue Wright t� Citizens Property Insurance Corp. 1 -886- 858 -0649, Ext-4064 - • • --- 1- 866- 574 -9128 - Fax ,Attention: Claims P.O. BOX 19700 Jacksonville, FL 32245 03/05/2007 05:47 3057566520 January 4, 2007 CONSULTINGALTERNATIV from tht Cat of Ail Lynn Tumor Citizens Property Insurance Corporation P.O. Box 19700 Jacksonville, FL. 32245 -9700 Re: Citizens Policy Number Citizens Claim Number: Data of Loss: Insured Location: Dear Mr, Winder: 5462954 243744 October 24, 2005 90 N.E. 96th Street Miami Shores, FL 33138 PAGE 06 I am in receipt of your correspondence dated November 17, 2006. My apologies for the delay in responding; we have recently suffered a death in my immediate family and my attention has been focused on providing for the wellbeing of the surviving minor children my older brother left behind. The issue in dispute is the scope of the damage observed by adjuster David Hansen, who estimated removal /replacement of concrete tile roof at 178 pieces. There are substantially more than 178 tiles damaged on the roof. So many more that each roofing contractor who has inspected the roof has recommended a total roof replacement. The claim payment of $11,223.47 ($7,163.47 minus deductible) is simply inadequate to repair or replace the damage. The enclosed uplift test, performed by Trevi Engineering Contractors Group, Inc. on November 13, 2006, indicates that the roof has failed the test and must be replaced. The areas in flogged in red are the same areas inspected by David Hansen, not new areas, Based on the reviews of three roofing contractors and confirmed by the results of the uplift test, the claim payment amount is inadequate to repair or replace the damage resulting from Hurricane Wilma which is substantially more than 178 tiles. By stating the above and providing a copy of the uplift test, I do not intend to waive any other rights which I have or may have under the above - referenced policy. All rights and privileges afforded under said policy are hereby expressly reserved. 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 07 Winder, p, 2 January 4, 2007 Pursuant to the Notification of Right to Mediate enclosed in the correspondence dated November 17, 2006, I hereby notify Citizens that I will wait 21 days after the date of this correspondence to allow Citizens the opportunity to settle this claim prior to mediation. Thus, without further communication from Citizens, I will request mediation on January 25, 2007. ynn Turner Property Owner S Insured 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 08 .F. F (,` GROUP Trevi Engineering Contractors Group, Inc. Conadting En4neer$ Ting LaboratorY ON-SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS• 106 SITE SPECIFIC INFORMATION Owner's Name: _Ari Turner Permit #: Job Address: 90 NE 96 ST Miami Shores, Florida 33138 Roofing Contractor. Set Tile System: _Mortar Set Tilc Inspection By: Omar Date Installed: Required Testing force: )5 lbs +/- :mss Roof Pitch: 3 / 12 Approx. Sq. Footage of Roof 5,000 ftt Type of Tile: Concrete Flat Tile Date Test: 11 -18 - 06 Test* Equipment: Sthnna FGE - 54H2[ TEST LOCATION Uplift Pull Test Result TEST r LOCATION Uplift Pull Test Result TEST LOCATION Uplift Pull Test Result TEST LOCATION Uplift Pull Test Result 1 Pass 26 P 51 Fail 76 2 Pass 27 Fail 52 Fail 77 , 3 Fail 2$ Pass _ 53 54 PIS Pass 78 79 _ 4 Pass 29 Pass 5 Pass 30 Pam 55 Pass 80 6 Fail 31 Pass 56 Fail 81 • EMI 7 Fail 32 Pass 57 Fail 82 8 Pass 33 Pass 38 Fail 83 R 9 Fail 34 Pass 59 Pass 84 10 Fail 35 Pass 60 85 11 Pass 36 Pitts 61 ' 86 12 Pais 37 Pass 62 87 13 Pass 38 Pass 63 88 14 Fail 39 Fail 64 89 I5 Fail 40 Ps:n 65 90 16 Fail 41 Fail 66 91 17 Pam 42 Pass 67 92 18 Fail 43 Fail 68 93 19 Pass 44 Fail 69 94 20 Pass 45 Pass 70 95 • 21 Fail 46 Pass 71 96 22 Fail 47 Pau 72 97 23 Fail 48 Pass 73 98 24 Fail 49 Pass 74 99 25 Fail 50 Fail 75 100 IN ACCORDANCE ecru PROTOCOL TAS -106, ri>xs ROOF ASSEMBLY HAS FAILED STATIC UPLIFT QUALITY CONTROL TEST This TAS -106 has been performed in accordance with the requirements of the Florida Building Code with no deviations. This form is not valid unless Company initials appear in color 9000 SW 85" Ave Miami. Florida 33156 Office (786) 236306 ! Fax (305) 2744216 Email Trcvt` higinoaxn bellsouth.ast 03/05/2007 05:47 3057566520 CONSULT I NGALTERNAT I V PAGE 09 1. " GROUP Trevi Engineering Contractors Group, Inc. • .. ..cr...07.4•414xtrsotb7F. conasung EnOnearS Toting Leboriaory ON-SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 emmweloMimeo oel,•••m TEST [— COM= 7 [Perimeter 21 Field 31 Total 59 The roof illustrated above Passed: Failed: XX the uplift test in accordance with Florida Building Code Protocol TAS 106 TFEIS IMPORT 511131041TrED BY: • t 11 ...M. Makin; PI: II le 010 CivilF-nginem_ P.E.IF62706 Trevi liswineert)*CranifaMors Group, inc. OM of Authorization: # 26799 Lab Catificition # O6-02t6.03 This TAS-106 has been performed in accordance with the renahments of the Florida Sandi:is Code and- Miami-Dade Camty, with no deviations. This form is nut valid unless Company initials appear in color 9000 SW 8 S* Ave Miami, Florida 33156 Office (786) 236-3060 / Fax (305)2744216 Email TreviEnginceringrabellsondutet 03/05/2007 05:47 3057566520 CITIZENS PROPERTY INSURANCE CORPORATION PO BOX 19700 JACKSONVILLE, FL 32245-9700 TELEPHONE; (866) 858-0549 FAx:(865)574 -9128 November 17, 2006 Ari Turner 90 NE 96th Street Miami Shores, FL 33138 RE: Citizens Policy Number: Citizens Claim Number: Date of Loss: Insured Location: Dear Mr. Turner CONSULTINGALTERNATIV 5462954 243744 October 24, 2005 Same as above <CITIZENS vsOPERn' INSURANCE coNKRMION This letter is in response to the property loss notice received with regard to the above - referenced claim. PAGt it After a review of the policy you have with Citizens Property Insurance Corporation and the request for roofing and interior supplement, it has been determined no additional amounts will be forwarded at this time. The property was re- inspected by independent field adjuster Rene Gonzalez on 11/10/2006. The re- inspection of the roof showed no additional damages which would warrant a complete replacement. The additional interior damages would not be covered under this claim due to the information from Mr. Insured who stated these damages occurred during the rainy season which started approximately 8 months after hurricane Wilma. The DW2 07 04 policy provides coverage for: Perils Insured Against "PERILS INSURED AGAINST" We insure for direct physical Toss to property described in the Covered Property Section of this policy, when such property is described in the Declarations, caused by the "Perils Insured Against ". These damages would have to be handled under another claim due to the fact they were not direct physical damages from hurricane Wilma. Based on the re- inspection and the information from the insured we feel that the original estimate is fair and just due to the State of Florida's allowances. By stating the above reason or denial, Citizens Property Insurance Corporation does not intend to waive any other rights or defenses which we now have or may have in the future G. Bruce Douglas - Chairman, 8L Johns County • Gloria Fletcher - Vice- Chair, Alachua County John Collins, Brower(' County • Cheryl Herrn, Hillsborough County • Earl Horton, Pinellas County • Jay Odom, Okalaosa County Carlos Lacasa, Miami -DaUe County • Richard DeChene, Leon County • Scott Wallace, President 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 11 CITIZENS PROPERTY INSURANCE CORPORATION PO BOX 19700 JACKSONVILLE, FL 32245 -9700 TEtEP+oNE: (866) 858 -0649 FAX: (886) 5744128 &ITIZENS P0.oPERre IN$URANCB CW0144110N under the above- referenced policy. All rights, defenses and privileges afforded under said policy are hereby expressly reserved. When a dispute exists regarding your claim or when we have denied payment of your claim, Florida Law requires we notify you of your right to participate in the Property Insurance Mediation Program established by the Department of Financial Services. Enclosed is an insert with detailed instructions on how you may request mediation. Should you have any questions or information contrary to these findings, please contact the undersigned or your agent. Sincerely, Bradley Winder, Adjuster Citizens Property Insurance 866- 858 -0649 x 4741 866 -574 -9128 Fax Brad.Winder@citizensfla.com G. Bruce Douglas - Chairman, St, Johns County • Gloria Fletcher - VIce- Chair, Alachua County John Collins, Broward County • Cheryl Herrin, Hillsborough County • Earl Horton, Pinellas County • Jay Odom, Okaloosa County Carlos Lacasa, Miami -Dade County • Richard DaChene, Leon County • Scott Wallace, President 03/05/2007 05 :47 3057566520 CONSULTINGALTERNATIV PAGE 12 41b4„. 1(7:- CITIZENS PNOPEKrr INSURANCE CORPORMIDN November 17, 2006 Notification of Right to Mediate Tom Gallagher, Chief Financial Officer for the State of Florida, has adopted an emergency rule to facilitate fair and timely handling of residential property insurance claims arising out of the hurricanes that have recently devastated so many homes in Florida. The emergency rule gives you the right to attend a mediation conference with your insurer in order to settle any dispute you have with your insurer about your claim. An independent mediator, who has no connection with your insurer, will be in charge of the mediation conference. You can start the mediation process -21 days after the date of this notice by calling the Department of Financial Services at 1 -800- 227 -8676 (1- 800 -22- Storm). Eligibility for Mediation You may request mediation of a dispute if: ➢ You dispute the denial of your hurricane claim; or • You are requesting $500 or more to settle a hurricane claim dispute with Citizens; or > The difference between your hurricane claim demand and Citizens' offer is $500 or more How to Request Mediation A You must wait 21 days after the date of this Notice to allow you and Citizens an opportunity to settle the claim prior to initiating mediation. > If you want to request mediation: • Mail a Request for Mediation to the Department of Financial Services, Mediation Section, Bureau of Insurance Consumer Assistance, Tallahassee, Florida 32399-0322; or • Fax your request to the Department at 850 -488 -6372; or • Call the Department at 1 -800- 227 -8676 (1- 800 -22- Storm). Once the Department has received your Request for Mediation they, or a mediation administrator, will select a mediator. How to Get More Information on Mediation > Call the Department at 1- 800 - 227 -8676 (1- 800 -22- STORM); • Visit the Department's website at www.fldfs.com; • Call. Citizens at 1- 800 -519 -2958; or Write Citizens at Citizens Property Insurance Corporation, Attention Mediation Program Administrator, 2101 Maryland Circle Tallahassee, FL 32303 -1001. 03/05/2007 05:47 3057566520 CONSULTINGALTERNATIV PAGE 13 October 20, 2006 Citizens Property Insurance Corporation P.O. Box 1900 Tallahassee, Florida 32302 Re: Citizens Claim Number: 243744 Citizens Policy Number: 5462954 Date of Loss: 10/24/05 Dear Citizens: 1 am requesting a supplemental claim for damage incurred to my property, 90 N.E. 96th Street, Miami Shores, Florida 33138. After contacting numerous roo£.ng contractors who either turned away or wait - listed new business, 1 was finally able to obtain two quotes for the needed repairs'. Both companies conclude that the entire roof needs replacement because over 90% of the tiles are loose and damaged. Since Hurricane Wilma, the roof has leaked throughout the house: evident from water damage to the ceiling as well as observed in puddles on the floor. Given the need to make repairs as quickly as possible, we signed a contract with Affiliated Construction Services, Inc. and paid an $8,000.00 deposit. The roofing permit has been applied for with the Village of Miami Shores and should be issued today. Please contact the at (786) 299 -1029 to schedule a visit by an adjuster. Sincerely, n Turner Homeowner A third roofing company was consulted as well. Unfornmately, that company made a substantial error in measuring the root However, the rate per square foot matched the rate of the attached proposals.