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RF-08-1325Project Address 602 NE 96 Street 1 Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address MIAMI SHORES PRESBYTERIAN 602 NE 96 ST MIAMI FL 33138 -2742 (305)754 -9541 Valuation: Total Sq Feet: $ 580,000.00 38633 Contractor(s) Phone PRESTO ROOFING CORPORATION 305 -822 -5707 Cell Phone Type of Work: Re Roof Additional Info: FLAT AND TILE Classification: Commercial JUL 2 9 2008 MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $348.00 $116.00 $1,200.00 $15.00 $30.00 $1,709.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy IPROVED Expiration: 01/21/2009 Parcel Number 1132060141410 Block: Lot: Phone Applicant MIAMI SHORES Available Inspections: July 25, 2008 Date Cell Inspection Type: Tile In Progress Hot Mop Up Lift Report Tin Cap Final Roof Nailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Friday, July 25, 2008 1 BUILDING SEp p J� p00� PERMIT APPLICATIO �! FsC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titlgholder) Ail Owner's Address bog. Att. 7 sf City rl it 4 I State Tenant/Lessee Name Job Address (where the work is being done) ? Contractor's Company Name State Certificate or Registration No. 'C' « °SSC Type of Work: DAddition Describe Work: Bond $ Code Enfor Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 _ 95..220 . 1 ) 756.8972 7 41ECEOVED SEP 2 MIAMI ati1 VILLAGE Zip Phone # -geAr Zip 91�1n� ✓ . Permit No. Master Permit No. f'SF ® g ° 13 Phone # City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1 32 - 0 6 ` �I % /4/ Is Building Historically Designated YES NO 65" Contractor's Address 6 6 �T Cit 17 7i f State / Qualifier Name `S A (i 'D Phone # � 391 Certificate of Competency No. 07.744 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ******** * * *** ********* ****** ** * * ** ** * ** F ** *** ******** ****** **�x *�x�:*** v im Submittal Fee $ Permit Fee $ 3 J ,/ "-- CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ 1 PBR $ Zoning $ uble Fee $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature1412 2 44 Signature Owner or Agent The foregoing instrument was acknowledged before me this 3 nd The foregoin day of , 1o,J 1: , 20 0 8 , by ltl'ila/a t . GrJ O rn a„ , day of (ho is personally known to mgaor who has produced who is ersonally_known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT A Y PUBLIC: NOTARY PUBLIC: Sign: ` V Q. Y My Commission Expires: Sign: / N ' TARY PUBLIC -STATE OF FLORIDA �/£ /7' fi lvi Print: y a Halter Commission #DD663957 '%,,, Expires: JUNE 08, 2`!)1My Commiss ***********. x. x********************* **.x P VOsORWP * ****.x **** * * * * * ***** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning instrument w o ed e before me this * * * * * * * * * * * * * * * * * * * * * ** RE ROOF FLAT AND TILE t Passed Inspector Comments CC Vt*- itR-ti ) 1 6454 enA S outt atti kt 7 9.44 K''' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/13/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST rw 1D/ IJ Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, August 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE e6 b Passed I Inspector Comments . a Q 2 . 6A.se 4.,,, e,,.2.,- - + a t Ic ‘_-_, I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until nig Inspection Date: 08/13/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, August 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: ria In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE 0 4 , Passed Inspector Comments FLAT PART ONLY cc l�O n-`Gt (1 �J Th / £ 0 ►z I VO 9 , . ) „ , 4 4 - -71, 4 4- Ct4-Jo IP i /116 Failed A 4 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/07/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST ut I ro+ Job Address: 602 96 i Su treet NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Wednesday, August 6, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Infraction Passed Comments TIN CAP SPACEING True RO Passed v 5 1 Inspector Comm .(dk-- 4 4e1 e04-P-te2 42 Se•f-e-Let /J jG 9- f2ey/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/15/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, August 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Infractio Passed Comments TIN CAP SPACEING False Passed Inspector Comments CREATED AS REINSPECTION Nobody working CC Lb (.4.) ilz. 1t t i TX-k- CLAr FOR INSP- 90178. FLAT PART ONLY on roof, no work started, no permit available. 8/7/08 CG g - ( Z. —® P � T" gam.) `clik.i P. Iav�� r , 14 Failed Correction Needed o>= -� Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08#4442968- e,c 1 D / .xUsrlN1 Inspector: Ocapde;- 61etidio e rYg ¢ �� _ � 1? 1 - Owner: CHURCH, MIAMI SHORES BAPTIST r•ui uor► Job Address: 602 96 S treet NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, August 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ?D8® Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • •. • • • • • • Florida Build Dde ditiprl2Q •.• .. .. .. . .. g - Velocity Hurricane [$ite �lgiform P �rnniteA=ppiicat4,rrFc .. Section A (GeneraLIntorfnatim) •• • • • • • • • • • • • • • • ••• : : • .Pr : ..• e Contractor's Name 6rc ex , ,46 Job Address eCe2 iStE ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped oof Area (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • • • • • ❑ Repair ❑ Maintenance Total (8F) t14 ■ f �g ■ ■ ■ ■■ ■■ •111111111 4�Yh ri:: ■ - c t$ .. f■■■■ ■■■ li Pi 111 • ■■ ■ t •■ ■■ ■ ■ ■ ■■■ IIIIIIU1 1111111i11111111111111 ■ ■ ■ ■_ ■� ■.....��.�.... I o:rrc 7 MI■IR, Ss iig n � ��1W�iI,j3/�iar!' - rrrrn�t� � � n a � IBM . �YG aIJCLU:J = � ir= _t I— _ i DATE 1• II I ■■r ■ E! !"�! IME11111 /ill ■■ ■ • 1L.�LiL'tL aU• ti!ian.1! SUBJECT TO COMPLIAN T WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •n.n • - n.111 nutn rnn• 1111111111 ntun ML ECI A I R A E IrAL (GROUND) ‘\ PA 614 0 , V , L% 1 Agpec 4:eis - plaweg.1,451.4- 0 46 f Sit MEMORIAL TOWER OFFICE 12-STOR' CLASSR (2-SIC '. • `a — Roof System Manufacturer: ;2/0 �. . ` 1 . ..... • Notice of Acceptance Number: 0 7d 0 43.2 ion Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: — l is P2: -cis P3: "' Maximum Design Pressure (From the Procltact Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Roof lope: : 12 Mean Roof Height: Steep Sloped Roof System Description Deck Type: 6: 04g - e7-7Z Type Underlayment: Insulation: Fire Barrier: Fastener Type & Type Cap Sheet: ,\ \ Roof Covering: Type & Size Drip Edge: o 6l E- 41 4 0-a Florida BuildiqkC : • ;• High - Velocity Hurricane Zoktlniform Pei.m A+pticatio$ Section D (Steep Sloped Roof System) •••• • •• ••• •• rt "ntnw el t 111 1111.1f I'r't C Di 111 /lim 2 Waterproofing Systems Space exaggerated to show layer distinction • • •• •• • • • • • . Issub Date January . • :moo: : Concrete Roof Detail `' oncrete Roof Deck 0-6 0-01 6 L 6 iVY 2 Layers of Sealoflex Finish Coat Sealoflex Pink "Saturation" Coat Sealoflex Fabric Sealoflex Pink "Base" Coat Sealoflex Primer WB _. • a • • • • • ••• • • •• •• • •. RR • ••:Jurle..•• • • • • • •• • • • ••••••• • Detail Number R -1 Concrete Roof Deck General Notes • Approved for all Sealoflex warranties. • Follow steps for any necessary priming as outlined in specifications manual. • Follow steps for application as outlined in specifications manual. • All Sealoflex fabric to overlap a min. of 3" when two pieces come together. • All Sealoflex fabric to overlap a min. of 3" when there is a change in plane. • Use two separate pieces of Sealoflex fabric at edges and penetrations. - 11111301 4_�. ,o,,.,, 77A Jdaa Webs - www.sealoflex.com tr3 :- x L n w. • Where to Obtain Information Description Symbol . Where to find Design Pressure PI or P2 or P3 _ RAS 127 Ilible 1 or by an engineering analysis prepared by PE based on ASCE 7 40' Mean Roof Height H Job Site Roof Slope 8 Job Site ' Aerodynamic Multiplier ,l Product Approval - Restoring Moment due to Gravity M Product Approval 39.8 Attachment Resistance Mf M Product Approval Calculated Required Moment Resistance Minimum Attachment Resistance F' Product Approval 5:12 Required Uplift Resistance Fr Calculated 31.6 Average Tile Weight W Product Approva 6:12 Tile Dimensions L= length W = width Product Approval 29.4 All calculations must be submit ed to the building official at the time of permit application. 32.4' 7:12 24.4 .... ._.. . taI..a, a aura. - .- -_ tccywacu OW/II.. u ..44{131/1.4. 4,..& .. M required Moment Resistance* Mean Roof Height 3 Roof Slope 4 15' 20' 25' 30' 40' 2:12 • 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 - 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 • 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 • 32.4' 7:12 24.4 25.9 - 27.1 28.2 30.0 Florida &.Iild�ncA Cbt�e Editlo 02004 • High- Veloci Hurricane Zone Uniform Permit App Form. Sectkn E (Tile.CaIaulatiQns). . ... .. • .... For Moment based tile systems, choose either Method 1 it 2 qo hpae ffje vlues PoyM�vit$the�4alyeb from Mf.1f. the Ml values are greater than or equal to the M value's, for each area of the roof, thet.the tiiaae tachmenrmetho4 ts accepttlije • �! Method 1 "Moment Based Tile Calculations Per RAS 127" (P x 2. 6 - ="114 .3 )� g �. = • ZMar " • Ilbfuct Approval Mt • (P2: � : ° x 7r =7. ��e S ) - i_ • (P3: . _ M l4 Product Approval M! ✓ rF7 �f i_ x x u :7..?�`: Mg = lvirj d r'`�° • Product Approval MF .3.. r 1: fR • FLORIDA BUILDING CODE - BUILDING • • ... • • • ... • • • • • • • • • • • Method 2 "Simplified Tile Calculations Per Table Below" duct A M • x cos B = F Product Approval P' *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. ff the F'values are greater than or equal to then values, for each area of the roof, then the rile attachment method is acceptable. •Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L x w: = ) - W: x cos B = F Product Approval F (P •i: x L = x w: _ ) - W: x cos 8 = F Product Approval F' 15.3 5 • • •. • •• •• • • • • • • • • • • • • • ••• • • • • • • •. • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (Dc1 O)' PRODUCT CONTROL DIVISION • • • NOTICE OF ACCEPT OA) • - Sealoflex Waterproofing Systems, Inc. ' . 2516 Oscar Johnson Dr. • • • • • • • ••• • • Charleston, SC 29405 • • • ••• •• • • • • • • • • • • • • • • ..• ••• • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • • • METRO -DADE FLAMER BUILDING • ' • • • • CIO:W St FLAGLER STREET, SUITE 1603 • • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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. DESCRIPTION: Sealoflex Roof System over Concrete Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 05- 0906.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L Acebo NOA No 07- 0212.05 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 1 of 16 ROOFING ASSEMBLY APPROVAL. • Category: Sub- Category: Deck Type: Maximum Design Pressure Fire Classification: TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sealofle Pi nk® Sealoflex Finish Coat I or 5 gal. Sealoflex Pink CTTM 1 or 5 gal. Sealoflex CTTM 1 or 5 gal. Metal Etc TM Sealobond Primer WBTM ° Sealoment PIusTM Dampseal 101TM Sealoflex ButtergraderM SealopatchTM Corabase OnepackTM Sealoflex Flashing GradeTM • •. • • • • • • • • • • • •• • • • • • Roofing • ••' ••• ••• Liquid Applied Roof Sytems Concrete •• • • • •• ••• • • -475 psf • See Genera, j,, # 1, � • Dimensions 1 5 gal. 1 or 5 gal. 1 or 5 gal. 1 or 5 gal 50# bags 1 gal. or 1 quart kits 1 gal or 5 gal. 501b. bags 50# bags 1 or 5 gal. • • ••• • • • • ..• • • • • • •• • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• Test Specification TAS 143 TAS 143 Proprietary Proprietary Proprietary TAS 114 Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary • • • • • • • • • • • • • • � • • • •• • Product Description Base liquid coat. Top waterproofing coating. Solvent borne, foundation coat Solvent borne, single components roof coating. Non -woven polyester reinforcing fabric for use in the Sealoflex roof system. Additive used to produce Cemflex Slurry, a base liquid coat for use over concrete substrates. Primer for all unprotected metal surfaces. Primer for use over painted concrete, wood or steel, or unpainted masonry substrates. Primer for concrete or lightweight concrete Two component epoxy primer for use over concrete Trowellable waterborne paste for surfacing irregular substrates Portland cement based single component thixotropic patching and repair mortar Polymer modified portland cement powder used as a tile adhesive. Trowellable or brushable waterborne paste NOA No 07- 0212.05 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 2 of 16 Product WearcoatTM CoraflexTM APPROVED FASTENERS: astener Pro 1. # 14 Insul -fixx HD EVIDENCE SUBMITTED: Test Asencv Dynatech Engineering Corp. Exterior Research & Design, LLC. Intertek Testing Services NA, Inc. Celotex Testing Center Dimensions; •• 1 or 5 gal. • I or 5 gal. Steel, Tuff -Tite (black or purple) Test Identifier 4211 - 12.94 -2 4213.04.95 -1 #7050.02.96 -I #4210.04.96 -1 #4451.11.95 -1 #4213 .07.97 -1 Job No. J97017119 MTS Job No. 258211 52- 8454- 12 -1 &2 52- 8454 -15 -1 52- 8454 -16-1 52- 8454 -17 -1 52- 0191 -3 Exterior Research & #4213.09.00 -1 Design, LLC. 4235.05.05 -2 FM Approvals 3015470 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • TABLE 2 Description TAS 143 TAS 101 . TAS 101 TAS 114 TAS 114 TAS 114 ••• • • • • ••• Test Product • ••• • • §p; cification•, • • • • • • Description • •••• •••• •Proprietary • Liquid applied emulsion coating (available in smooth or non -skid version • • • • • • • • cpntaiphtg aggregate) for pedestrian • • • tiaic s'rarfaces. • Proprie Ligw applied, water dispursed, resin based coating for pedestrian traffic surfaces. Dimensions Manufacturer (With current NOA) #14 dia. by 12 in. (305 SFS Intec Inc. mm)max length Description TAS 114D TAS 114H TAS 114 H TAS 114H TAS 114H TAS 114D UL 790, ASTM E 108 Date 12/18/94 04/01/95 03/01/96 05/28/96 11/14/95 07/15/97 01/12/98 05/20/98 11/24/98 02/23/99 10/20/00 06/01/05 04/29/04 NOA No 07- 0212.05 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 3 of 16 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Deck Type 3: Concrete Decks Noniinsulatad • • • • • • • • • • • • • • • • • • • • • • • • • • • Deck Description: 2500 psi structuratcoft rete:o4cctndrete ;1 • System Type F -3: Sealoflex CT system applied directly to substrate. All General and System Limitations apply." • • •• "' • Note:Metal Etch Primer is required on all p=oCedtell *a t 444 stadl ▪ and previously painted surfaces. Primer:. Prime concrete decks with one of the following options: • Sealoment Plus at 300 ft2/50# bag. Allow for 24 hour cure. • . Dampseal 101at 100 to 150 ft2 /gal in two coats. • Sealobond Primer WE at 250 f /gal . Membrane: Sealoflex PinkCT at 40 ft /gal followed by Sealoflex Fabric or Sealoflex Deck Fabric with 3" overlaps followed by a saturation coat of Sealoflex Pink CT and, upon drying, two coats of SeaIoflex CT at a combined rate of 70 ft /gal. Surfacing: (Optional) Apply Wearcoat at a rate of 90 ft /gal or Coraflex at a rate of 20 ft /gal. Maximum Design Pressure: Deck Tye Primer: -267.5 psf. (See General Limitations #9) Concrete Decks, Non - insulated Deck Description: 2500 psi structural concrete or concrete plank System Type IP' -4: Roof Tile Underlayment System All General and System Limitations apply. Apply Sealoment Plus at 300 ft2/50# bag.. Membrane: Sealoflex Pink at 40 ft /gal followed by Sealoflex Fabric or Sealoflex Deck Fabric with 3" overlaps followed by a saturation coat of Sealoflex Pink and, upon drying, two coats of Sealoflex Finish Coat at a combined rate of 70 ft /gal. Surfacing: (Optional) Apply Cemflex Slurry over entire Sealoflex Finish Coat membrane . system at a rate of 60 ft /gal. Embed optional single layer of non -woven polyester fabric to the wet slurry coat, overlapping fabric joints a minimum of 3 ". Apply additional Cemflex Slurry to fully saturate fabric. Tile Installation: Shall be in aocordance with Roof Tile Assembly Miami -Dade County Notice of Acceptance and in compliance with Roofmg Application Standard RAS 118,119 and 120. Maximum Design See Roof Tile Assembly Miami -Dade Notice of Acceptance. Pressure: NOA No 07- 0212.05 Expiration Date: 05 /02/12 Approval Date: 05/03/07 Page 15of16 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • . • • • • • • • ••• • • • • ••• CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structu$a1:ddc1L tlar&a i tiai 11gh 'ei /hf insulating concrete is proposed, a field withdrawal resistance testing shall Yper a;rmel to c4eArmih egalvalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered:Arillfiegt, pr3t�ilteredlioof Consultant. • • • • • •• • -. • •• • • • • • ••• •• 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 pd. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. . 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered 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 comer areas shall comply .with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No 07- 0212.05 Expiration Date: 05/02/12 Approval Date: 05/03/07 Page 16 of 16 i 12iJ o City Miami Shores Village Q.th 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 Li FBC 2004 Permit Type (circle): Building Owner's Name ZFee Simple Titleholder)Aam + t5/ores �sd y�Prirr, &i., -.4 Phone # ( "S`' ' Owner's Address q 41 trees (,O " City ).;i41.4.4 £4- State f L Zip (3a$) 73 - ? � Tenanr/f Pssee Na a Phone # Job Address (where the work is being done) 6 O 3. 4 s `! G Ste°e� FOLIO / PARCEL # // -3 ad 4 ° - 1 y' Is Building Historically Designated YES NO )C Contractor's Company Name Type of Work: DAddition DAlteration Describe Work: Ed /2a/4„, Bond $ i ?.A.c-ccrb 060,64 Lam. Contractor's Address ' O 3 (P City A 1 Pr State Qualifier Name ot P.- ✓/ Ai b State Certificate or Registration No. 066sk / Structural Review. $ r JUL 2 9 2008 �.K irsl MIAMI SHORES VILLAGE AWE-EVIL' la JUL 1 8 208 BY: Permit No. i 52.5 • Master Permit No. County Miami -Dade Zip 30'152 - 2.7441.— Phone # 34 { 3g 2 - q ©. Phone # Certificate of Competency No. zip 33 30-C 2.)° 3qa Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ SiN O( ° Square / Linear Footage Of Work: r 4:33 ['New E ‹ air/Replace ❑ Demolition *************************** ************ F ************** * *�x**** * *** ** Submittal Fee $ Permit Fee $ �� CCF $ i J�U ` co CC Notary $ Training/Education Fee Technology Fee $ $ 1( 1 VX — ) Radon $ DPBR $ Zoning $ Double Fee $ V '`]�q Total Fee Now Due $ 7 I b l • CD See Reverse side --, Bonding Company's Name (if applicable) f T 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 AFF'II)AVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 6 - 1 -4:44.) . .S• (1) t Owner or Agent The foregoing instrument was acknowledged before me this a 2 day of tl e. , 20 l�'by t'u' /d& 6, (.tJorn ' 'ho is ersonally known tom or who has produced '. As identification and who did take an oath. NOTARY PUBLIC: Sign: G ARY P BLIC$TATE OF FLORIDA a Sylvia Halter Sign: Print: .- /V/a- / kit . th 61°J, 2 08620 Print: APPLICATION APPROVED BY: (Revised 07/10/07) ore � me this by • ' "r►. O who is personally known to me or who has produced as identification and who did take an oath. !11 11 \\ I ,I llll• ^Illt<t�l(1i�1 \ - My Commission Expires: B9145 .THRBATLANTICDONNINGMatte My Commission Expires. ******************************** Ix** *lxlxlxlx****lx****** *** *********** lxlx***************** * *** ***lx******** * * *** *** Plans Examiner Engineer Zoning I certify that the above information is correct and site during the demolition or renovation and evidence during normal business hours. that an individual that , ,, trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- the required training has been accomplished by this person will be available for inspection " Name of Owner / Operator / PRINT (Signature of Owner /Operator) (Date) (Contact phone #) Florida Department of Environmental Protection D of Air Resource Management NOTICE OF A $ BES��,I'OS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHECK ONE ONLY): -0 ORI INAL '; TYPE OF PROJECT (CHECK ONE ONLY): ❑ DE OLITIdN IF DEMOLITION, IS IT AN ORDERED DEMOLITION IF DEMOLITION, WAS IT AN ORDERED DEM1LITIONi? IF RENOVATION: li IS IT AN EMERGENCY RENOVATION OP RATION? IS ITA PLANNED RENOVATION OPERAT I. Facility Name 11. IV. V. Address City State Zip County Site Consultant Inspecting Site Building Size Prior Use: Present Use: Facility Owner Address City Contractor's Name `' - (Square Feet) SchooVCollege/University Residence School/College/University Residence Address City State - -. -. Zip Florida License No. Is the contractor exempt from licensure under section 469.004(7), F S.? Scheduled Dates: Asbestos Removal (mm/dd/yy) Start Finish: Procedures to be Used (Check All That Apply): State Strip and Removal Wet Method Glove Bag *Dry Method Bulldozer Explode Wrecking Ball Burn Down *MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: ` ❑ REVISED ❑ CANCELLATION ❑ RENOVATION ❑ ROOFING ❑ YES ❑ NO ❑ YES `® NO ❑ YES ❑, NO 0 YES ❑ NO Process # of Floors - Age in Years Small Business Other Small Business, Other VII. Asbestos Waste Transporter Name Phone ( Address City VIII. Waste Disposal Site: -.Name Address City 1• X. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility compone tts square feet eementitious material square feet resilient flooring square feet asphalt roofing 161_01 -158 3/07 DISTRIBUTION: W State Zip State Zip ite - DERM Yellow Applicant Zip Demo/Renovation (mm/dd/yy) Start: Finish: �Ga QJpLITY MANAGEMEMT DIVISION This is to certify that the required � Notitic ves te ation(s) Regarding asbestos haen sgabmitted in Compliance with ApOcabie regulation_. Signed Phone ( -- Pink - Reserve Gold- Reserve COUNTY Miami -Dade DERM Area Mobile Sources Section 701 N.W. 1 st Court, 8th Floor Miami, Florida 33136 ❑ COURTESY MIAMI-DADE File # Phone( ) ❑ YES 0 NO Dale � ®— DERM USE ONLY Postmark/Date Received ID # July 21,2008 Miami Shores Village Building Department 10050 N E. Second Avenue Miami Shores, FL 3313/8 Dear Building Department Personnel, MIflMI SBOP[S PPFSbYTfQIflF1 (flUXB Please be advised that Presto Roofing Corp., 8089 N.W. 67 Street, Miami FL, is authorized to apply for permit to repair and reroof the Miami Shores Presbyterian Church's hurricane damaged roofs for the entire campus. Sincerely yours, f t / 6. Wilda G. Warner, Business Manager 602 N.E. 96'" STREET • MIAMI SIioRES, FLoRIdn 33138 • TELEpIioNE: 305- 754-9541 • FAX 305-758-9597 E-MAIL: MSpc @bEl uTIi.NEE • WEb SITE: WWW.MSpC.NET Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET P Leaceeik ic ce-o As/oci Ali_ew Ars e due as O 4Le U U at) 1-1 :LPL r x Do d . ,tIA i le RS ., ,i n l47LO) s/ . ou ld < FLU0uc eD 4 . • ' SeL J /x,; 24.E DK. 4 a22C o 4 // / 6-)it__ , A-7 v Adl J , 131450 NE.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OP- I Job Name `La, C N/2.01 Date �i ■ 1. Fire Directory Listing Page • • 2. • From Product Approval: Front Page . • Specific System Description • Specific System Limitations General Limitations Applicable Detail Drawings • • • •• • - . 3. . Deign Calculations per Chapter 16, or If Applicable, RAS 12 128 •• . 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation Roof System Required Sections of the Permit Application Form Attachments Require See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete o Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 SECTION 1525 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATI Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. FLORIDA BUILDING CODE — BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ROOF ASSEMBLIES AND ROOFT 1 UEF F r V c=9 List' JUL 18KM Y: •••• • • •. • • ••• • • • • .• • • • • • •• • 15.31 ••• • • • ••• • • • • • ••• • • • • ••. • ••• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Contractor's Name �1 O Job Address td4 ` `N q e 7 ❑ New Roof q,3 ROOF CATEGORY Lo Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles Rero ❑ Prescriptive BUR -RAS 150 ROOF TYPE Tits fing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scupper Include dimensions of sections and levels, clearly Identify dimensions parapets. Mortar dhesive Set Ti ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) g 635 • • • •• • • 0 .... • ••• , ••• 1 • • • • • • 4 •• overflow elevated press ow drains. on of • • •• • • •• • . 15.32 FLORIDA BUILDING CODE — BUILDING • .• • • • . • • • • • • • • • • • • • STAIR (2-STORY) 11 1111 " " 1 1 111 fl !II�I'� KITCHEN (1- STORY) MECHANICAL AREA (GROUND) 8 111 ANCILLARY SPACES (2- STORY) a NI I 4 •7 COVERED WALK (1- STORY) MECHANICAL (2-STORY) SANCTUARY D MEMORIAL Ds GA�DEN• • DS • Ds •••• • • •••• OPEN CORRIDOR (2-STORY) • • ••• ••• ••• • • DS DS • OFFICES (2- STORY) G1.ASSROGMS Y) • • FELLOWSHIP fl HALL © -II Ds P,/4 611 0 6 '6 4 1 e&h Aga � 7111, 4415 A/8, GT. D5 MEMORIAL TOWER TYPO • • • DS DS CLASSROOM (2- STORY) System Manufacturer: 'P 1E o T . Max. Design Pressure from the specific Product Approval system: c•-" 17, S Deck: .�, Type: • r Gauge /Thickness: Slope: fi , 11 Anchor /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Bass ,Insulat ffer° n a Top Insulation Layer: o kett 112, tener /Bonding Material: / Top Insulation ,Size and Thickness: Top InstilatIon Fast . r/ onding Material: Base Sheet(s) & No. of.Ply(s): Top PIy Fas er /Bondln M,ateri%IL Florida ?uiiding Coda Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. 1 A// #3 _ - iP t1= Base Sh etFasten r/B n Ing aterlal: PIy Sheet(s) of : i-iis - zP/mii/E, /eo - Ply Sheet F stenerBonSS 11�g� Mate lal: 14a�t &� Top Ply:6OP l Z 7 ` 6 Surfacing: Field ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • Perin • //4 • SaCtiom C (Low Slope Application) Fill In specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base She . =t Attachment: (If a component Is not used, Identify as "NA ") , Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows @ " oc Product Approval No.: 07- / / 7. 04 Corner: " oc @ Lap, # Rows @ 5 " oc Design Wind Pressures, From RAS 128 or Calculations J. Number of Fasteners Per Insulatloh B ®rd: P.max1: —,b Pmax2:— / • • Pmax3: ( • • • 4l} •IfI !� L. 'R 17 • • Illustrate Components Applicable: • Woddblocking, Gutter, E i s�rig4 Continuous Cleat, Cant Stn Ca r,� =� e ^ h k: , ttirr) • • • •• "s � Flashing Coping, Etc. w• v • • indicate: Mean Roof He+ t t l'ht Height ofB Flashing, Component MEI (gist, at fialkriess, Hste Type, Fastener Spacing Or &emit • • Insulation Base Layer: 7 I$_ 4 �fotf J Base Insulation Size and Thickness: 4 ? 4 r `1 P1 i 46 15-44 r .• • • • •.. • • • if , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) R Slope: : 12 Ridge Veny74on? Steep Sloped Roof System Description \ Deck Type: 000,6 Type Underlayment: Insulation: P Mean Roof Height: aD Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 4 • •• • • Type & Size Drip Edge: l64 .6 • • • •• • e ti ii16 4 ,5.•• • • ••• • ••• • •• ••• •• • • • • zmein 0.71 • • FLORIDA BUILDING CODE — BUILDING • • Roof System Manufacturer: 2 /C)At /16E em-p, Notice of Acceptance Number: 0 7_ ow o Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations.): 1: P2: P3: Maximum Design Pressure gli (From the Product Approval Specific System): gi , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) R Slope: : 12 Ridge Veny74on? Steep Sloped Roof System Description \ Deck Type: 000,6 Type Underlayment: Insulation: P Mean Roof Height: aD Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 4 • •• • • Type & Size Drip Edge: l64 .6 • • • •• • e ti ii16 4 ,5.•• • • ••• • ••• • •• ••• •• • • • • zmein 0.71 • • FLORIDA BUILDING CODE — BUILDING • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Maximum Design Pressure Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: 2/0/1/4/ 1 1�� Notice of Acceptance Number: 07_ (269, Q Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: (From the Product Approval Specific System): gi Ropf Slope: C : 12 Ridge Ventilt n? Steep Sloped Roof System Description \ Deck Type: Type Underlayment: Insulation: Mean Roof Height: Fire Barrier: 7t77 ?nigg - L / WIZ gICrage, 07711,11, 57 L) C-1 o TA Fr grist Pat C f -/ ® ;LL B use 1 .0 6)E_ y) A/A Fastener Type & Spacing: I /I 4 � - t•iivoc , 1•••• • Adhesive Type: I 4 Type Cap Sheet: Roof Covering: Type & Size Drip Edge: • ... • .. .. • • • .. •-• .. • .. .. ... • ••••• • :14 FLORIDA BUILDING CODE — BUILDING • • • .. • ,Jun. 10. 2008 8:57AM Suncoast Roofers Supply 1 N b d 0 ID Ca 06 • K { 00 • • • • 0000 • • • •• • ••• • • • • • • 4, • • •• • • •.• ••• • • • •• •• •• No. 5047 P. 2 • • • • • • • • • • •00• • • • •• • • • • •• • �1 .XXX22z M rt ZOe e4 Ill v4 ,Jun. 10. 2008 8:57AM Suncoast Roofers Supply 1 N b d 0 ID Ca 06 • K { 00 • • • • 0000 • • • •• • ••• • • • • • • 4, • • •• • • •.• ••• • • • •• •• •• No. 5047 P. 2 • • • • • • • • • • •00• • • • •• • • • • •• • M required Moment Resistance* Moan Roof Height - ' Roof Slope J, 15' 20' 25' 30 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 - 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4` 7:12 24.4 25.9 _ 27.1 28.2 30.0 3 ' - x w:= • Where to Obtain Information Description Symbol . Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 .... • • • Mean Roof Height II Job Site • • • • • • ••• . Roof Slope 9 Job Site • • Aerodynamic Multiplier R Product Approval • •••• • • • Restoring Moment due to Gravity M g Product Approval 4141.• • •. .. • • • • • • • • Attachment Resistance M f Product Approval . . . • Required Moment Resistance M Calculated • • ••.4 • •••• Minimum Attachment Resistance F' Product Approval • • •• • • 4141 • • • 4 • a Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W =width Product Approval All calculations must he submit ed to the building oltieiai at the time of permit application. Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values form, with the values from Mt. If the MF values are greater thtgi or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Product Approval Mp Product Approval Mt 4 Product Approval Mr 12 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L x w: _ __J - W: x cos 9 = F Product Approval F' - x w: _ - W: x cos 8 = F Product Approval F (P2: xL FLORIDA BUILDING CODE - BUILDING (P x x1©.2. /Z.l'� _ Mg 5 8.3 -J (P x107 : )- M =M gX (P3 . Kg3 =Keg- Method 2 "Simplified Tile Calculations Per Table Below" • oduct Approval M = r-o ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval F' • • • • • • • • • 15.35 • •• • • 0410• • •••• • •••• • • • • 0041• • • •• ••pt • 123_01 -48 5/03 PAGE 5 L12 4:12 5:12 6:12 7:12 HI Method 1 "Mop � � zA, ® - L`, e.. (P2' : A d- 27 (P3: -7f z, 0_27 Florida Building Code Ed h Vol . Hurricane Zone UnIfonn Perms Pisan Roof Height — Roof Slope 1 II 111 - 111 •I Attachment Remstance E ('flie Cafcuael3 n ent Based, Tile Calcula$ ons - Mg: AS( = M -e - Mg: ° y42-24_22,P_ - Mg: S =M Required Moment of Resistance (M From Table Below �r Required Moment Resistance* 15' 34.4 30.4 28.4 26.4 24.4 Mr M1 F Resistance Avers: =TileW Tie • 1,1 ,:Ions )_ length width NOA 20v on 2002 25' All calculations must be submitted to the Bulldog Official at the time ofpermit Reardon. n Form For Moment based the systems, choose either Method 1 or 2. Co pared the v for M the values from Mr. If the are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Per RAS 127" NOA Mr .12.Sil NOA Nf 1 • NOA 119f ' Meth 2 "S u pied Tile Cale don Per Table Below" NOA Nz 30' *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 30.5 34.4 34.2 38.0 33.8 31 39.7 37.4 35.1 30.5 282 42.2 39.8 37.3 34.9 32.4 30.0 40' For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or r - to the F values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Cal Lions Per RAS 127" (Pi : a l: z w: = _ ) - W: % cos ®: = F NOA F (P al: = x w: ) -W: acos 8: = F NOA (P3 ° x I: = x w: = ) - W: a etis ®: = F NOA F ° • • • • • • .• 0 • • •• Where to Obtain Information Doserktion S , ' 1 bol Where to d• • • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an .I Mean 2 .1 H . , ffl • •• Job Site • • • • NOA NOA • • • NOA Calculated NOA • • •_• •• • •••• •• • Calculated NOA •• • • .• • . • • • • • • • • s • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION Fc)R ROOfl Nfl CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide lhn owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has hoen explained. ` - 1. Aesthetics-Workmanship: he workmanship p provisions of Chapter 15 (High Velocity 1 II it Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning_ code, should be addressed as part of the agreement between the owner and the contractor. juld 2. Renaliing Wood Decks: When replacing roofing, the existing wood roof clecl< may lave to be. renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. 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 he performed. tail 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can Ire viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. %the./ 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. WJ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. •••• • T. Ventilation: Most roof structures should have some ability to vent natural airflow thrprrgh•the intPrft 'tlf the structural assembly (the building itself). The existing amount of attic ventilation shall not be rAducA.d. It nfdne; beneficial to consider additional venting which can result in extending the service life of the root: • • • • • • •••• • • •• •••• • • Owner's /Agent's Signature e®et II si,) , Sit , fL Property Address Rev:1 /20i2005computer Servi es, BulldThg Depattrent _ / 161 Date ontractor' Permit Number .•• • .. •• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •. • The following applicable statements are required to be completed when applying for commercial re- roofing permit applications. Job Address: 6 O NE 6 76 ° Process Number: Is there insulation in the existing roof system? Ei Yes ❑ No If yes, then I attest that the insulation to be installed in the proposed roofing system shall have the same thickness and R -Value as the existing insulation. Note: Structures built after March 15, 1979 must comply with the Florida Energy Code. Signature: 0 Architect IKlo Change License Number:ad. °&. Cr-al License Number: ° e. 0C-Gs ' I fired) ng Contractor I attest that the proposed roofing system is an exact replacement of the existing roofing system. I also attest that existing overflow drains and /or scuppers are sized so that no more than 5" of water will accumulate on any portion of this roof, should the primary drainage system be blocked. 1616.2 FBC Signature: = Architect ❑ P.E. n • oo ing Contractor (required) Signature: (required) [] Architect ❑ P.E License Number: ... OR • ▪ .. • : :: :; • 0 Change to the roofing system • • • •... • • • • Roofing permit applications in other than Group R -3 occupancy, involving a'slaan'ge in:tNdYbofing• system and recovery applications must include signed and sealed calculationrfw thesuppprting • • • • structure, and a statement as follows. •• • • • • • • • • • .. • • • I have reviewed the structural and drainage adequacy of the existing roof structure witb.ragard to the proposed roofing system and hereby approve the installation as proposed: : •••••• • MIAMI ACE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadrat Drive Wadsworth, OH 44281 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Concrete 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 ark , • • endorsement of any product, for sales, advertising or any other purposes shall automatically terminftA .. • this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal?! NOA. • • e ADVERTISEMENT: The NOA number preceded by the words Miami Dade county,. Florida, � a nd followed by the expiration date may be displayed in advertising literature. If any portit ri of the 1 6A 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 manut or its • distributors and shall be available for inspection at the job site at the request of the BifildingOffrcio • • • • This NOA revises NOA No. 04- 0927.02 and consists of pages 1 througt{ 11 The submitted documentation was reviewed by Jorge L. Acebo. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ••. • • • • • .. .. .. • • • .. • •• • • . • • • .. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 1 of 117 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type:, Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Sopra -G Modified Sopra-G Sopraglass M Sopraglass M GR Sopra ESHAvent 39 "1 49' (1.5 sq.) ASTM D 1970 Sopraglass 40 Sopraglass 100 Soprabase Sopra W or VI Colvent TG Roofing Modified Bitumen SBS Concrete -620 psf Test Dimensions Specification 39" x 108' (3.5 ASTM D 4601 s l -) 39" x 108' (3.5 ASTM D 4601 s1•) 39 "x66' (2 sq.) ASTM D 5147 39" x 33' (1 sq.) ASTM D5147 39" x 82' (2.5 sq) ASTM D 4601 Type I 39" x 66' (2 sq.) ASTM D 4601 39 "x99' (3 sq.) ASTM D 6164 36" x 180' (5 sq.) ASTM D 2178 Type IV or VI 39" x 49' (1.5 sq.) ASTM D 6163 Product Description Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified bitumen base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen base sheet with a mineral granular top surface. Applied in hot asphalt, Cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with self - adhering round areas on back side and a sanded top side. Fiberglass reinforced oxidized asphalt base sheet for bonding, mechanically attaching or ribbon stripping to substrate. Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. • • • • • • Oxidized asphalt, polyester ranfortad base • • • • sheets. Primarily used as a mechanically • • • • attached anchor sheet, Applies hE asphalt, • • • cold adhesive or ribbon stripped, , • • • Type IV or VI, fiberglass reirff9 smoo l? • *" surfaced plysheet. Sopra IV w VV axe used in, • multi -ply systems and complies "veidt ASTM and: UL Standards. Applied in host or cold • adhesive. • • •••• • • Fiberglass reinforced, modified bi Qnien •••• membrane with 1" wide factor / kppliied heaf • • • • weldable strips on back side. • NOA No.: 07- 1217.04 Expiration Date: 03 /01/11 Approval Date: 04/24/08 Page 2 of 117 Product Colvent SA Colvent 180 TG Colvent 180 SA Colvent 180 TG GR Colvent 180 SA GR Elastophene Sanded, Elastophene FR Elastophene Sanded 3.0 Elastophene HD Elastophene HS FR Elastophene Sanded FR Elastophene HR Elastophene HR FR I APPROVED 1 Dimensions 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39"x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (lsq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (1.5 sq.) ASTM D 6163 39" x 49' (1.5 sq.) 39 "x49'(1.5 sq.) Test Specification ASTM D 6163 ASTM D 6164 ASTM D6164 ASTM D 6164 ASTM D6164 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6162 ASTM D 6163 ASTM D 6163 Product Description Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side and a mineral granular top surface. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sandedflf • •. both sides. Applied in hot as{tt1t sold adlfeWe or ribbon stripping. • • Fiberglass scrim reinforced iQg i bitumen. • • membrane sanded on both sidg4. 4pplied,in hod asphalt, cold adhesive or rib& i moping.. Fiberglass scrim reinforced raodifaud bitumen • membrane with fire retardantsami sanded on •.: both sides. Applied in hot whop r, old adhesive or ribbon stripping. • • • • • • • •••• • •• .. • .. • • •• .• • • NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 3 of 117 • • • • • • • • • Product Elastophene HP Elastophene PS, Elastophene PS 3.0 Elastophene SP 2.2mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flam 2.2 Elastophene Flam HS FR Elastophene Flam HP Elastophene 180 Sanded Elastophene 180 PS Elastophene GR, Elastophene LS FR GR Dimensions 39" x 66' (2 sq.) 39" x 49' (1.5sq.) 39" x 49' (1.5 sq.) 39" x 49' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) Test Suecification ASTM D 5147 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D6162 ASTM D 5147 ASTM D 6164 ASTM D 6164 ASTM D 6163 Product Description Fiberglass/non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn-off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn-off film). Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn -of film. Applied by heat welding. Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film. Applied by heat welding. • ° • • • • Woven fiberglass/polyester cothrt ®reinfom • ° modified bitumen membrane wAly, retardants' . and plastic burn-off film on bothat4. Applied. by heat welding. •••• • • Fiberglass/non-woven polyesteT•ainforced • modified bitumen membrane vitt plastic buses• off film on both sides. Applied by1eat welding. • • Non -woven polyester reinforc4l'fi fled • bitumen membrane sanded on Both sites. . • • • • • Applied in hot asphalt, cold adiwe or ribbo'h' ° • stripping. • • Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn-off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 4 of 117 Elastophene FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR or FR+ GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HS 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass/polyester composite reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR, Elastophene membrane with fire retardants, a plastic burn -off Flam LS FR GR film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen FR GR or FR+ GR membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on ttg. • top. Applied by heat welding.. • ." • • • • " Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced moth ed:biWmea. • HR FR GR membrane with fire retardants/ aplastic burn -off. film on the bottom and minerelvartales on the* top. Applied by heat welding ptil pn stri.Dping (after removal of plastic burn- offrem). • E l a s t o p h e n e F l a m 39" x 33' (1 sq.) A S T M D 6162 W o v e n fi b e r g l a s s composite r f oft d mo8fad HS FR GR bitumen membrane with fire j i , a plastid burn -off film on the bottom a+ ira1 grarpilii on the top. Applied by heat wilding or ribbgq, . . • stripping (after removal of plattic butn -off Alm). Elastophene Flam 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced • .. • • • HP FR GR modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 Non-woven polyester reinforced modified or 350 39" x 26' (3/4 sq.) bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 5 of 117 • .• • • • ••••• • • • • • • • • • Sopralene 180 SP 39" x 33' (1 sq.) ASTM D 6164 3.5mm Soprafix [S], [H], 39" x 33' (1 sq.) [F] and [X] Soprafix Soprafix -e Sopralene Flam 180, 250 or 350 Sopralene Flam 180, 250 or 350 GR 39" x 33' (1 sq.) 39" x 33' (1 sq.) Soprafix (X) 39" x 33' (1 sq.) 39" x 33' (1 sq.) Sopralene 180, 250 39" x 33' (1 sq.) or350 GRorFR GR ASTM D 6164 ASTM D 6164 ASTMD6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 180, 250 or 350 FR GR or FR+ GR Sopralene Flam 39" x 33' (f sq) ASTM D6164 180 2.7 mm Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Non -woven polyester reinforced modified bitumen membrane with a 4-inch or 5 -inch wide side lap with a plastic burn-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self - adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with plastic burn-off film or sanded on the top and bottom surfaces and a 6- inch wide side lap. Applied by heat welding. Non -woven polyester reinforced SBS modified • • bitumen membrane, both sides.covejed with a * • • plastic burn-off film, used as a /21y. Angled by heat welding or ribbon strippingiefter • .: removal of plastic burn -off film.:.. • Non-woven polyester reinforcedniodified • • bitumen membrane with fire reiuxdants a sa;43 • ' bottom and a mineral granulernapt Applied. is • hot asphalt, cold applied adheSitre'rr ribbon • • stripping (after removal of plabfiLbt'n -off film). Non -woven polyester reinforced modified • • • • • • bitumen membrane with a plastic bun -off film • on the bottom and mineral granules on the • . • Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). NOA No.: 07- 1217.04 Expiration Date: 03 /01/11 Approval Date: 04/24/08 Page 6 of 117 Sopralast Soprastar Flam Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene 1500 Colphene FR GR, Colphene GR Colphene HR FR GR Lastobond S Lastobond Shield Lastobond Shield HT Lastobond Shield- Lastobond Shield - HTRW Sopratape 606 Sopramastic 200 Elastoco1400, 500 and 600c Sopracolle "E" various 39" x 33' (1 sq) 39" x 33' (1 sq) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 132' (4 sq.) 39" x 66' (2.1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) various various various various 5" wide 17 oz. pouch or 10.4 oz cartridge various keg ASTM D 6298 Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn-off film). ASTM D6163 Fiberglass reinforced SBS modified bitumen membrane with a plastic burn -off film on the bottom side and a reflective white top surface. Applied by heat welding. ASTM D6163 Fiberglass reinforced SBS modified bitumen membrane with a release film covered self - adhering bottom side and a reflective white top surface. ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn -off film). Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn-off film on the top. Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a release film on the bottom and a plastic burn -off film on the top' • • • • Self adhered, non - reinforced n3embnes usell'llk' ASTM D 6164 ASTM D 6164 ASTM D 6163 ASTM D 1970 ASTM D 6163 ASTM D 6163 ASTM D 1970 ASTM D 1970 ASTM D 1970 ASTM D 1970 ASTM D 1970 a vapor retarder: • • • • • • • • • Self adhered, granule surfaced, g • g iass • • reinforced membranes. Self adhered, granule surfaced, fitter scrim . reinforced membranes. .. • •.' • • • Self - adhered underlayment membrane. Self - adhering underlayment membrane. Self- adhering underlayment mpmbpe. Self - adhering underlayment membrane. Self - adhering underlayment membrane. Bituminous tape for sealing of side and head laps. Caulking compound. ASTM D 41 Asphalt primers. •••• • • • •••• • ••. • • • • • • .. • Cold - applied adhesive used to bond membrane to prepared substrates or to other membranes. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 7of 117 ALSAN 125 gallon pail or Flashingm 3.75 gallon pail ALSAN Polyfleece 4", 8" or 39" wide by 50' long SBS Mastic 10.4 oz tube SBS Elastic 5 gallon pail Cement Soprawalk 39" x 26' (3/4 sq) High Velocity® Insulation Adhesive II (HVIA-II) High Velocity® Insulation Adhesive III FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) Sopraboard Granules 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various 5 gallon pail or Supersac One part polyurethane/bitumen resin, moisture cure compound. Non -woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound. Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. Proprietary One part elastomeric urethane foam adhesive. Proprietary Two part elastomeric urethane foam adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Plastomeric bitumen based cold adhesive. •••• • • • • • •••• Proprietary Elastomeric bitumen based cdld.ddltsive.... • • . Proprietary Elastomeric bitumen based cercr sive. • • • • ••• • • • •• • • •• • •• Proprietary Polyurethane bitumen adhesiier : • • • • • • Mineral fortified asphaltic cored coverboat4„ • • • between two layers of asphalt saturated fiberglass mat. Semi - ceramic coated colored granules. • • NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 8 of 117 • • • •• •• • • • •. • • • • • • • • APPROVED INSULATIONS: Product Name Apache Pyrox, Apache White Line, Apache Pyrox PSI -25, Apache White Line PSI -25 Apache Millox, Apache Millox -P ACFoam U, ACFoam III ACFoam Composite FlintBoard ISO, FlintBoard ISO Col FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum MDensity Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime DuraGuard DensDeck H- Shield H- Shield CG H Shield -P, H- Shield -WF ENRGY -2 ENRGY -2 Plus, Composite, Fesco Foam ENRGY-3 ENRGY -3 Plus Multi -Max FA Thennaroof Composite UltraMax Multi -Max FA -3 Thennaroof Composite -3 SECUROCK® J\PPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board d Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanumte foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Apache Products Company Apache Products Company Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic • gpfieric • •• • • •Armoric • • G -P bum Corp. . • • .••• • • • .. .• . Huxterels, Inc. • Hunter Panels, h • • • Hu ter Peels, Inc• • • • Jolfn'sManville, Johns Manville Johns Manville Johns Manville RMax RMax RMax RMax RMax US Gypsum •••• • •••• ••• • a • • • ••• • •• • NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 9 of 117 • • • •..••• • • • • • • •. • • • APPROVED FASTENERS: Fastener Product Number Name 1. Tri -Fix Fastening System 2. #12, #14 & #15 Soprema Fasteners 3. Soprafix [X] -EL #15 4. Soprafix Plates 5. Soprema Plates 6. Sopradisc 7. Soprema Isofast IF/IFT 8. Soprafix/Soprafast 9. UNILAY Plate 10. #12, #14 & #15 Dekfast Fastener 11. Omega Fastener 12. Dekfast Hex Plate 13. Deldrist Lock Plate 14. Twin Lac - Nails Table 3 Product Description Fastening system for base sheet attachment to lightweight concrete, gypsum or cementitiou wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ -55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ -50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unilay membrane securement. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks ase ply fastening systems for ghtweight concrete decks Insulation fastener for wood and steel. Galvalume stress plate. 15. FM 30, FM-45, FM-60, B FM -90 Fasteners 1i 16. OMG AccuTrac Hextra Fastener 17. OMG 3" Standard Steel Plate 18. OMG 3" Square Plate Galvalume stress plate. Dimensions 3" diameter plate with s various length fasteners 2" diameter 3" diameter 2" diameter 2%" diameter 3" diameter 2 -3/8" diameter 2 7 / 8 " x 3 '4" 3 "x3 'A" 3" round 3" square Manufacturer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. • Siprema,dii: • • • • • •. • ..• • •• • • •eprema, Inc. • • • • •• • •STSInttc ••• • : : In • •: • SPSI •••• . • • SPSIntee• •• • ES Products, Inc. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 10 of 117 - • • • • • • •••••• • • • • • • APPROVED FASTENERS: Fastener Product Number Name 19. Olympic CR Base Ply Fasteners 20. NTB Magnum 21. NTB Plate 22. Lite -Deck 23. Lite -Deck Plate 24. Olympic Fastener #12, #14 & #15 25. Olympic CD -10 26. Olympic Fluted Nail 27. Olympic Standard 28. Olympic Plastic 29. Powerlite 30. Powerlite 31. Base -Lok Fasteners 32. Turbo Tube-Lok Fasteners 33. SFS Base -Lok Fasteners 34. Insul -Fixx Fastener 35. 'safest Fasteners 36. Extra Load Fasteners #15 37. Insul -Fixx S Plate 38. Insul -Fixx P Plate Table 3 Product Description Base ply fastening assembly Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate Insulation fastener for CWF and Gypsum decks. Galvalume stress plate Insulation fastener. Insulation fastener. Insulation fastener. Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attachment to steel or concrete decks. Galvalume AZ50 steel plate P olyethylene stress plate Dimensions 3" round 3" round 3" round 3.25" round 3" round 1.75 " long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head 3" round 3" round Manufacturer (With Current NOA) OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Powers Fasteners, Inc. •• • • •••• • Pr ver§ FasteheFsrs, Inc. • • • • • Simplex Na2ilE % •••• • ••• • • • • • ' Sifh4lex Nails • • • • • • • • ••••• • • • •• • • SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 11 of 117 APPROVED FASTENERS: Fastener Product Number Name 39. Isofast Plate 40. #14 ES -I Fastening Systems 41. #12, #14 & #15 Dekfast Fastener 42. Omega Fastener 43. Dekfast Hex Plate 44. DekFlat Lock Plate 45. Tru -Fast TL Fastener 46. Tru -Fast Fastener 47. Tru -Fast HD or EHD 48. 49. 50. 51. ES Products Batten Bar- Batten bar TL 52. #12 OMG Fastener 53. OMG Polymer Batten Strip 54. OMG MAXLoad 55. Olympic Heavy Duty 56. Olympic ASAP 3P 57. Olympic ASAP 3S 58. 59. 60. 61. Tru -Fast MP -3 Tru -Fast Metal Tru -Fast Plastic Isofast IF2 Isofast IF/IG Isofast IFC/IW #14 Dekfast HS Table 3 Product Description Square or oblong galvalume steel plates for use with Isofast fasteners Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lightweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Insulation fastener Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre - assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Galvalume AZSO steel plate Insulation fastener Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 3" round SFS Intec, Inc. 2' /B" x 3 'A" 3" x 3 1/4" 3" round 3" round 3" round SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Goo.. iin T4-Fast CDxp• . Ti -Fast Corp �3 Pipducts, .;. •••,•• • NAG, Inc.... • • • • • •••• • • • •• ONIG,Ine. :• • OMG, Inc. 3" round OMG, Inc. 3" round OMG, Inc. SFS Intec, Inc. 82 x 40 ram SFS Intec, Inc. 70 x70 mm SFS Intec, Inc. SFS Intec, Inc. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 12 of 117 • • . • • • • •••• • ••• • ••11••• .. VAG, Inc. •.; • • • APPROVED FASTENERS: Fastener Number Product Name 62. Galvalume Steel 3" Round Insulation Plate 63. K Fast Fastener 64. Dekfast Steel Batten Bar 65. Dekfast Coiled Batten Strip 66. Soprafix #14 PAS -2" SB Stress Plate 67. Soprema 3" Insulation Plate 68. Soprafix 2" — SB Stress Plate 69. Soprafix 2 -3/8" — SB Stress Plate 70. Soprafix (X) 2 -3/4" Stress Plate 71. Soprafix MBB -R 72. Soprema #12, #14, #15 Fastener 73. Soprema PAS #12-3" Insulation Plate 74. Soprafix #21 -K Fastener 75. Tru -Fast DP 76. Tru -Fast SHD 77. Tru -Fast MPH -3 78. Tru-Fast MP -2000 79. Tru -Fast MPB -2000 80. Tru -Fast MPB -2400 81, Tru-Fast BB -18 Batten Bar 82. Tru -Fast BB -18 -R Batten Bar 83. Tru -Fast Twin -Loc Batten Bar Table 3 Product Description Galvalume AZ50 steel plate Insulation Fastener Galvalume AZ50 steel Batten bar Pre- assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre- assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galval AZ55 steel batten bar Galvalume AZ55 steel batten bar with recessed holes Batten bar Manufacturer Dimensions (With Current NOA) 3" round SFS Intec, Inc. 2" diameter 3" diameter 2" diameter 2 -3/8" diameter 2 -3/4" diameter 3" diameter 3" round SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Ine. • • • • S caprema, Inc. •• •• • •9oprema, Inc. • • • • •§91FD IN. • • • • • •• • • •• TM -Fast Corp. • • The T"rra -Fast Corp • •• • •• • • • • The Tru-Fast Coip The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 13 of 117 • • • • • • • • • • • APPROVED SURFACING /COATING OPTIONS: TABLE 4 System Manufacturer Application Number 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 2. Generic Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 3. Soprema Gravel applied at 400 lbs/sq., adhered with FM Adhesive or FM Adhesive (VOC) at 4 gal/sq. 4. Karnak Corporation Karnak #97 Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 5. Soprema Cural Aluminizer applied at an application rate of 2 gal/sq. 6. Thermo Manufacturing Super Prep Roof Coating applied in two coats at an Systems, LLC application rate of 1.5 gal/sq /coat. 7. United Coatings Roof Mate Coating, applied in one base coat at a rate of 1.5 Manufacturing Company gal/sq, and one finish coat at a rate of 1.5 gal/sq. 8. Insulating Coatings Astec 2000 Finish Coat applied in two base coats at a rate of Corporation 0.75 gal/sq /coat and two finish coats at a rate of 0.75 gal/sq/coat. 9. Henry Company HE280DC White Elastomeric Roof Coating applied in two coats at an application rate of 1 gal/sq/coat, • • • • 10. National Coating Acryshield® A500 applied in two coats at an ppplicatioit tete • of 1 gal/sq /coat. • • • ••• • • • • •••• • • ...• • • • •. . • •. ..r. • • • • . •••• • • • .... • • • • .. • •• • • . • NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 14 of 117 • • • • ••• • •t • • • • • • • EVIDENCE Sununu): Test Agency/Identifier Factory Mutual Research Corp. Underwriters Laboratories, Inc. Dynatech Engineering Corp. Exterior Research & Design, LLC ITS / Warnock Hersey IRT of S. Florida Name J.L 1 W8A1.AM J.I.1Z3A6.AM J.I. 2D0AO.AM 300507 309610 3008869 3002351 3017614 3025860 3026028 3023749 3029098 UL Roofing Materials and Systems Directory 10.9427 2491 -04.95 2003.02.97 -1 2003 - 2.04.97 -1 2002.07.97 -1 2716.05.98 -1 2738.10.00 -1 2755.09.02 2760.02.05 -3 2761.09.03 2761.10.03 -2 2764.09.03 2761.10.03 -2 2774.04.05 2777.09.05 02843.02.05 -02 2774.04.05 -R1 56740.11.07 990028 01-002 Wind Uplift Classification Wind Uplift Classification Wind Uplift Classification Class 4450 Class 4450 Class 4470 Class 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 File No. E.11436 Fire Classification TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 Physical Properties ASTM D 5147 Physicals TAS 114 TAS 114 • •••• • .. •• • • . • • •• Date 07.15.93 04.27.95 08.15.97 02.16.00 10.22.01 03.19.01 02.28.03 02.27.06 04.17.06 0525.06 0928.06 10.25.07 Published Annually 10.27.94 01.04.95 02.15.97 04.15.97 08.15.97 05.11.9,$,.. . • 10.20.x•• • • • •• • ••• • 02.22.05•: • •09.02.03 • .10.03.1.3.. :. 09.1603 .10.03'. 04.01.05 02.10:425... • 11.02'0►'.' 05.27.93 0930.99 02.21.01 NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 15 of 117 •• Deck Type 31: Insulated Concrete Decks Deck Description: 2500 psi structural concrete or concrete plank System Type A(8): One or more layers of insulation adhered with approved adhesive or asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener AC Foam II, ACFoam III ENRGY 2, ENRGY-3, H Shield (Table 3) Density /ft2 Minimum 1.5" thick Top Insulation Layer DensDeck Minimum 'A" thick N/A N/A Nigh Density Wood Fiberboard (requires two coat application of OlyBond) Minimum %" thick NIA N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of vapor barrier or insulation. All insulation shall be adhered to the vapor barrier or primed deck in full moppings of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft or OlyBond Insulation Adhesive applied at a rate of 1 galJl00 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation inst as the final membrane substrate. Composite insulation panels may be used as a toplayer pined* with the polyisocyanurate side facing down. • • • •• • • ••• • • Base Sheet: (Optional) One or more plies of Sopra-G, Modified Sopra -G, So 1i s 40, • • • Sopraglass 100, Sopra IV, Sopra VI, Soprabase, GAFGLAS #7 ,Derma Ply 38, 11 . JM GlasPly IV or JM GlasPly Premier adhered in a full mopping o i$ proved asphalt applied within the EVT range and at a rate of 20- 401bsJgq • • • • • • • Ply Sheet: One or more plies of Elastophene Flam *, Elastophene Ram 2.2*; So ralene (180 • 250 or 350) Finn*, or Sopralene (180, 250 or 350) SP, heat welded' / permit. as first layer on wood fiberboard) • N/A N/A Insulation Fasteners Fastener (Table 3) Density /ft or • • • O n e or m o r e plies of Elastophene Sanded, E l a s t o p h e n e S a n d e d FR, Elastophefio .' .' HR, Elastophene HR FR, Elastophene 180 Sanded, Elastophene PS *, Elastophene PS 3.0 *, Elastophene 180 PS *, Sopralene (180, 250 or 350) PS *, or Sopralene (180, 250 or 350) Sanded or one or more plies of Type IV or Type VI ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. *Requires heat welded cap membrane. • • •••• NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04/24/08 Page 26 of 117 Membrane: Elastophene SP 22mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flam FR GR or FR+ GR, Elastophene Flam LS FR GR, Soprastar Flam, Sopralene (180, 250, 350) Flam GR, Sopralene (180, 250, 350) Flam FR GR or FR+ GR, or Sopralast, heat welded or Elastophene Sanded *, Elastophene Sanded FR *, Elastophene HR *, Elastophene HR FR *, Elastophene 180 Sanded *, Sopralene (180, 250, 350) Sanded *, Elastophene FR GR or FR+ GR, Elastophene LS FR GR, Elastophene GR, Sopralene (180, 250, 350) GR, or Sopralene (180, 250, 350) FR GR, adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 Ibs.sq. to sand surfaced ply membrane. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. Maximum Design Pressure: -217.5 psf; (for i/2" thick High Density Wood Fiberboard) (See General Limitation #9.) -232.5 psf, (for '4" thick Dens Deck) (See General Limitation #9.) •••• • • • • •••• • • • • •• • ••• • • • NOA No.: 07- 1217.04 Expiration Date: 03/01/11 Approval Date: 04124/08 Page 27 of 117 • • • •••• • e • • • • •• •• • • • ••• • • • • • •• • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • CONCRETE DECK SYSTEM LIIVIITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 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 21.1, li2f as tested in compliance with Testing Application Standard TAS 105. If the fastener value,ps field testes. are. • below 275 lbf. insulation attachment shall not be acceptable. • .. • • ••• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmennt.s • based on a • • • minimum fastener resistance value in conjunction with the maximum design value listed witrin a specific, system. Should the fastener resistance be less than that required, as determined by the Ettrikling Offi4 # :. revised fastener spacing, prepared, signed and sealed by a Florida registered Professional •Etfirmeer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing :1n utiliz'e'thc withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in comphance with Roofing Application Standard RAS 117. : . . 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas, &,stener densities shall be increased for both insulation and base sheet as calculated in cdtgpliaalce wit , Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered 1 Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 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 (Le. 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.: 07- 1217.04 Expiration Date: 03 /01/11 Approval Date: 04/24/08 Page 117 of 117 uni ite, d. ite, 3. le" ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Sheet (Optional): Type G2. Membrane: Johns Manville "Appex -5S, 4S, 4M, 180" and "DynaLastic 180S" (modified bitumen), heat fused or hot mopped. surfacing: "Solastic Premium Non - Fibered Aluminum Coating", 3 /sq. l eek: NC Incline: 1 'Vapor Retarder (Optional): Type G2 base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following. Polyisocyanurate, perlite, glass fiber or wood fiber insulation Base Sheet One layer CertainedTeed Type G2' "Glasbase" base sheet. Membrane One layer CertainedTeed "Flintlastic GTA, GTS" (modified f' heat fused or "Flintlastic GMS ", hot mopped. Surfacing: " Solastic Premium Non- Fibered Aluminum Coating", 1-1 /2 gal/sq. SPRAY APPLIED FOAM AND COATING SYSTEMS Any of the following Class A noncombustible deck ratings may used as = Maintenance and Repair Systems when applied over an sting roof system and.main exi tain the e�tisting Classification, providmga min 1-1/2 in. thickness of pm is utilized. One -half in. thick (min) gypsum board or 1/4 in thick (min) G-P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. 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 Werlayment board are offset 6 in with the joints in the deck. Class A Deck: NC . Incline: 2 Foam: PSI SH200- 25/30, nom 2 in. thick Base Coat "Solastic SP -F ABC " applied at 1 -1/2 gal /sq. Top Coat: "Solastic SP -F TC" applied at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1/2 Foam: Polythene "SH200- 25/30", any thickness. Base/Top Coat : " Solastic ToughCCoat TC" series at total of 3 gal /sq. _Deck: NC Incline: 2 Base Coat "Solastic SP -F TC", 1 1/2 to 2 gal /sq. I Top Coat " Solastic SP -F TC "11/2 to 2 gal /sq. 1. Deleted Z, ;,Deck: 15/32 Incline:1 /2 Foam: PSI SH200- 25/30, nom 2in. thick. Base Coat:' " Solastic SP -F BC" applied at 1 -1/2 gal /sq. Top Coat "Solastic SP -F TC" applied at 1 -1/2 gal /sq. SOLAR INTEGRATED TECHNOLOGIES E233901 1837 E MARTIN LUTHER KING JR BLVD, LOS ANGELES CA SINGLE PLY MEMBRANE SYSTEMS Class A 1. Deck: NC Incline: 1 Slip Sheet (Optional): Elk "VersaShield ", mechanically attached. Base Sheet (Optional): Type 15, 30, G1 or G2, mechanically attached or hot mopped. Membrane: Sarnafil "S -327" _ 60 mils, mechanically attached. Building Unit "SR2001A" photovoltaic roofing panel, mechanically attached. 2. Deck: NC Incline: 2 Base Sheet 1/4 in. thick G-P Gypsum DensDeck Membrane: Sarnafil S327 (60 mil) membrane — mechanically attached Building Unit SR2001A SIT Panel - Sarnafil S327 membrane with Unisolar laminate PV panel 3. Deck: NC Incline: 2 Base Sheet: 1/4 in. thick G-P Gypsum DensDeck Membrane: Sarnafil 5327 (60 mil) membrane — mechanically attached Building Unit SR2001A SIT Panel - Sarnafil G410 membrane with Unisolar laminate PV panel SOPREMA INC 811436 310 QUADRAL DR, WADSWORTH OH 44281 SINGLE PLY ROOFING SYSTEMS Unless otherwise indicated, "Sopraboard" 1/8 in. or 3/16 in. may be used as a cover board over insulation in the systems below. Unless otherwise indicated, the roof insulation is mechanically` fastened,' adhered with hot roofing asphalt or urethane insulation adhesive. " Elastophene PS" is an acceptable alternate to "Elastophene Sanded" in applicable Classifications. tophene Flam FR Granular," heat fused in place, is an acceptable 2006 ROOFING MATERIALS'AND SYSTEMS DIRECTORY •: _ . . LOOK FOR THE UL MARK ON PRODUCT ROOF COVEllik ; ilm COrCs, tevn 405 Roofing SysteittsoET ) ;E'Ylttnued alternate to " Elastophene FR Granular,' a dhered with hot roofing asphalt, in applicable Classifications. "Modified Sopra -G" is an acceptable alternate to "Sopraglass 40," "Soprag- lass 100" and Type - G2 base sheets in applicable Classifications on noncom - bustthle roof decks. Unless otherwise indicated, "SOPRACOLL E" or "FM Adhesive" - membrane cold adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1-1/2 into the horizontal ft. Unless otherwise indicated, "COLPLY ADHESIVE BRUSH GRADE ", "FM Adhesive (VOC)" or "High Velosity Membrane Adhesive" cold : :membrane adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1/2 in to the horizontal ft. Unless otherwise indicated SOPRACOI T FR "EP modified asphalt hot mop- ping adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1 in.to the horizontal ft. Unless otherwise indicated, on all noncombustible deck systems vapor retarders or pply sheets are optional beneath roof insulation on all systems. Type G3 fiberglass reinforced cap sheet may be used in lieu of the Type G2 base sheet specified below. "Elastophene Flam HP" is an acceptable alternate to "Sopralene Flam" 180 in all applicable Classifications. " Elastophene HP FR GR" in an acceptable alternate to "Sopralene 180 FR GR" in all applicable Classifications. " Elastophene Flam HP FR GR" is an acceptable alternate to Sopralene Elam HP FRGR" Only UL Classified roof insulation's (excluding polystyrenes) are to be utilized in the insulated systems described below m any thickness or combi- nation or as noted in individual Classifications, mechanically fastened or either adhered with hot roofing asphalt or UL Classified urethane insulation adhe- sive. Any noncombustible deck Classification incorporating polyisocyanurate insulation may substitute the polyisocyanurate with i;l'S covered by a layer of 1/2 in. thick (min) wood fiber board or 3/4 in. thick (min) perlite board. One -half inthick (min) gypsum board or 1 /4-in. thick (min) G-P Gypsum DensDeck® or DensDeck or Owens Corning 1 /4-in. thick (min) "Strataguard ", may be used in any existing noncombustible deck Classifica- tion. When this is done, the resulting roofing sys a fi lcceptable for use over combustible (15/32 in. min).roofdecks•(if used, EBBiaissf be placed reader the DensDeck®) or "Strataguard". ' ye in the board and pAerlay- ment board are offset 6-in. with the joints in the plywood deck. • Unless otherwise indicated, a alternate to 1c(hmbraneIdtti•stteet) surfacing (limited to inclines nottst eNeg 2 :12 into the horizontal ft) is gavel or crushed stone at 400 lbs/sq or 41' 3001bs /sq entliedded in to b¢fing halt or concrete pavers; 101b /�sq mut' • ; • • • • s • nless otherwise indicated, "Elasto' tene Sancred" is an acceptffin &replete for the first base sheet in any oiktjs $ wing Oilateificatons. Unless otherwise indicated aseeptell membraneWirnativea rg�ated Fl "am" are always heat fused. gr. o applied materials while - alb other acceptable membrane alternatives ati adhered hot roofintvphalt or membrane cold adhesive. • • • "Sopralene 250 FR GR" •S • Membrane Listed "Sopralast 50 TV Alu" "Sopralast Alu" • • • Al le A1tem4ges • ene Flair1 GR," • e • • ast: FR • • • "Sopralene 1$00 FR G or "Sopralene Elam 250:FR GR" "Sopralast TV Copper," "Sopralast „ "Staiuless'Steel; "Sopralene Flam 180 Alu, "Mammouth 40 TV Alu" or `Mammouth Mullen" "Sopralast Copper ," "Sopralast Stainless Membrane Listed Acceptable Alternatives " Elastophene Sanded" " Elastophene Flam HR 3.0 mm," " Elastophene Flaw, ,iene PS," ,'Elastop � �� " Elastophene SP 3.0 mm," "Elastophene Sanded FR," "Elastophene Flam FR," "Elastophehene HR Sanded," "Elastophene Flam 2.2 mm," "Sanded or " Elastophene PS 3.0 mm" "Sopralene "So ralene Flam 180," Sopralene 180 Sanded" " rralene 20 Sanded," Flam 250;' ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation (Optional): Polyisocyanurate, glass fiber perlite, wood fiber, Partek 'Taroc Baseboard /Capboard," any thickness, mechanically fas- tened or adhered with hot roofing asphalt. Base Sheet (Optional): Type G2, "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Base/Ply Sheet: Sopralene 180 Sanded ", " "Sopralene 250 Sanded" or " Sopralene Flame 180," heat fused or adhered with hot roofing asphalt. Membrane: "Elastophene FR GR," adhered with hot roofing asphalt; or "Elastophene Flame FR GR," heat fused in place. Surfacing: "Cural" Aluminum Roof Coating at 2 gal /sq. 13. Deck: NC Incline: 2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): One or more plies Type G1 or Type G2, "Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet "Elastophene Sanded," "Elastophene 180 Sanded," " Sopralene 180 - Sanded" or "Sopralene 250 Sanded," adhered with hot roofing asphalt. Membrane: " Elastophene FR GR," " Sopralene 180 FR GR," "Sopralene 250 FR GR" adhered with hot roofing asphalt; or "Elas- tophene Flam FR GR" or "Sopralene 250 Flam FR GR," heat fused in place. 14. Deck: NC Incline: 2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): One or more plies Type G1 or Type G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet " Elastophene Sanded," " Elastophene 180 Sanded" or "Flastophene 180 PS," adhered with hot roofing asphalt. Membrane: "Elastophene FR GR" or "Sopralene 180 FR GR" or "Sopralene 250 FR GR," adhered with hot roofing asphalt or "Elas- tophene Flam FR GR" or "Sopralene 250 FR GR," heat fused in place. 15. Deck C -15/32 Incline: 2 Base Sheet (Optional): One or more plies Type G2, G3, " Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Polyisocyanurate, glass fiber, perlite, rock wool, wood fiber, 2 in.min thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt Membrane: "Elastophene FR GR," adhered with hot roofing asphalt. 16. Deck: NC Incline: 2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, any combination, mechanically fastened or adhered with hot roofing asphalt or urethane insulation adhesive. Base Sheet (Optional): One or two plies Type G2, "Sopraglass 40" or " Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet " Flastophene Sanded," "Flastophene 180 Sanded," or "Sopralene 180 Sanded," adhered in hot roofing asphalt; " Elastophene 180 Sanded," "Sopralene Flam 180" or "Soprafix, mechanically fas- tened at the heat fused laps. Membrane: "Elastophene FR GR," " Sopralene 180 FR GR" or "Sopralene 250 FR GR" adhered with hot roofing asphalt; " Flastophene Flan FR GR" or "Sopralene 180 Flam FR GR," heat fused in place. 17. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Barrier Board: G-P Gypsum Dens Deck®, 1/4 in. thick (min), mechani- cally fastened. Base Sheet One ply "Sopralene Flam 180 3.0 mm" or "Soprafix," mechanically fastened at the heat fused laps. Membrane: One ply "Colphene FR GR," self adhered. 18. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, 2 in.max or perlite, rock wool, glass fiber, 1 in. min, any combination, mechanically attached or adhered in hot asphalt 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Incline: 1 407 Base Sheet One ply "Sopralene 180 Flam," mechanically attached at the heat fused laps. Membrane: One ply " Colphene FR GR" or "Colphene HR FR GR," self adhered. 19. Deck: NC Incline: 2 -1/2 Insulation: Polyisocyanurate, glass fiber, rock wool, perlite or wood fiber, any combination, max 2 in.thiclness. Base Sheet Type G2, mechanically fastened. Ply Sheet " Sopralene Flam 250," mechanically fastened or heat fused. Membrane: "Sopralast Alu," heat fused. 20. Deck: NC Incline: No Limitation Insulation (Optional): Polyisocyanurate, glass'fiber, rock wool, wood fiberboard, perlite, any thickness, mechanically fastened or applied with hot asphalt. Barrier Board: Perlite board, 3/4 in.min, mechanically fastened or applied with hot asphalt. Base Sheet (Optional): One or two plies Type G1, G2, "Sopraglass 40" or "Sopraglass 100" any combination, mechanically fastened or applied with hot asphalt. Ply Sheet: One ply "Flastophene Sanded," " Flastophene 180 Sanded," " Elastophene PS," "Elasto 180 PS," "Sopralene 180," "Sopralene 250," "Sopralene 180 PS" or "Sopralene 250 PS," adhered, with hot asphalt or mechanically fastened or " Elastophene Flam," " Elastophene Flam 2,2," " Sopralene Flam 180" or "Sopralene Flam 250," mechanically fastened or heat fused. Membrane: " Sopralast Alu," heat fused. 21. Deck: NC Incline: No Limitation Base Sheet: " Sopralene Flam 250," mechanically fastened. Membrane: " Sopralast Alu," heat fused. 22. Deck: C -15/32 Incline: 2 Barrier Board: Min 1/4 in. G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6-in. min front plywriod joints. Insulation (Optional): Polyyocy ate, g1ast•f3liPer, perlitl,• lnBQdo f ber,any thickness, any combindtt n, hechanietil' a st,�ened or adhered with hot roofing asphalt. • • • Base Sheet (Optional): One Duor€.plies Types G2, "Scwraglas% 40" or " Sopraglass 100," in anyippilination, i echaani.cally atbrhei Ply Membrane: One or "Flastolthene Sanded," • :' tophene 180 Sanded ". • • • • Ply Sheet: " Elastophene Sanded "•f'flastophene f8p tanded;. i'$s% tophene PS," "Fla stophene,.1$(L.l ," ' Sopralene 180 Sandpit," "Sopralene 250 Sanded," rateno 180 PS" or "Sopralene 250 ," adhered with hot roofing asphalt or mechani l attached of &!e m "Elastophene Flam" or "Elastophepellam 2.2, ' Sdpralene I 18.,: or "Sopralene Flam 250 ". • • • • • • • • Membrane: One ply " Elastophene FR GR," Sopsefene 180 FR GR," "Sopralene 250 FR GR," adhered with hot roofing asphalt or "Flas- tophene Flam FR GR," " Sopralene 180 FR GR," " Sopralene 180 Flam FR GR," "Sopralene 250 Flam FR GR," heat fused. 23. Deck C -15/32 Incline:1 Barrier Board: Min 1/4 in. G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6-in. min from plywood joints. Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any thickness, any combination, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): One or more plies Types G1, G2, "Sopraglass 40" or "Sopraglass 100" in any combination, mechanically fastened or adhered with hot mopping asphalt. l'ly Sheet One or more plies " Flastophene Sanded," " Elastophene PS," " Flastophene 180 PS," " Sopralene 180 Sanded" or "Sopralene 250 Sanded," "Sopralene 180 PS" or "Sopralene 250 PS" adhered with hot roofing asphalt or mechanically fastened or one or more plies of " Flastophene Flam," "Elastophene Flam 2.2," "Sopralene Flam 180," "Sopralene Flam 250," heat fused. Membrane: One ply " Elastophene 180 Sanded," "Sopralene 180 Sanded," "Sopralene 250 Sanded," "Sopralene 180 PS" or "Sopralene 250 PS ". Surfacing: Gravel, embedded in a flood coat of "Soprema SEBS 'Sopracolle E " asphalt or hot mopping asphalt.Alternate surfacing are noted Membrane Listed SOPREMA Cap Sheets, not to exceed max slope listed in other Classifications. 24. Deck: NC 408 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation (Optional): UL Classified polyisocyanurate, glass fiber, rock wool, perlite, wood fiberboard, G -P Gypsum Dens Deck®, 1/4 in. man or Pittsburgh Corning "FOAMGLAS," any combination, any thickness except as noted, mechanically fastened or adhered with hot roofing asphalt.NOTE: Classified base sheet below required when optional insulation is used. Base Sheet (Optional): One or more plies Type Gl, G2, "Sopraglass 40," "Sopraglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): One or more plies "Elasatophene Sanded," "Elastophene 180 Sanded," "Elastophene 180 PS," "Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or "Sopralene Flam 180," or "Elastophene Flam," mechanically fastened or heat fused in place. Membrane: "Elastophene FR GR," "Sopralene 180 FR GR," "Sopralene 250 FR GR," adhered with hot roofing asphalt, or "Elas- tophene Flam FR GR," "Sopralene Flam 180 FR GR," or "Sopralene Flam 250 FR GR," heat fused in place. 25. Deleted 26. Deleted 27. Deck: NC Incline: 2 Insulation: Premier Industries Insulfoam EPS Type "I," "II," "VIII," "IX" or "R- Gard," any thickness, any combination, mechanically fas- tened or adhered with UL Classified urethane insulation adhesive or hot roofing asphalt. Base Sheet Soprema "EPS Flam Stick" FR, self adhered. Membrane: "Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 FR+ GR" or "Elastophene Flam FR +GR ", heat welded. 28. Deck: NC Incline: 1 Insulation: Premier Industries Insulfoam EPS Type "I," "II," "VIII," "IX" or "R-Gard," any thickness, any combination, mechanically fas- tened or adhered with UL Classified urethane insulation adhesive or hot roofing asphalt. Base Sheet Soprema "EPS Flam Stick," self adhered. Membrane: "Sopralene Flam 180 FR+ GR," "Sopralene Flam 250 FR+ GR" or "Elastophene Flam FR +GR ", heat welded. 29. Deck: NC Incline: 1 Insulation (Optional): UL Classified polyisocyanurate covered with UL Classified glass fiber, rock wool, perlite, wood fiberboard, G-P Gypsum DensDeck®, 1/4 in. min or Pittsburgh Corning "FOAMGLAS," any combination, any thickness except as noted.Note: Classified base sheet or ply sheet required when optional insulation is used, except on "FOAM - GLAS". Base Sheet (Optional): One or more plies Type Gl, Type G2, "Soprag- lass 40," " Sopraglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): One or more plies "Elastophene Sanded," "Elas- tophene 180 Sanded," "Elastophene 180 PS," "Sopralene 180 Sanded," "Sopralene 250 Sanded," mechanically fastened or adhered with hot roofing asphalt or "Sopralene Flam 180" or "Elastophene Flam," mechanically fastened or heat fused in place. Membrane: "Elastophene FR GR," "Sopralene 180 FR GR," "Sopralene 250 FR GR," adhered with hot roofing asphalt or "Elas- tophene Flam FR GR," "Sopralene Flam 180 FR GR" or "Sopralene Flam 250 FR GR," heat fused in place. 30. Deck: C -15/32 Incline: 1 Barrier Board: 1/4 (min) G -P Gypsum DensDeck® or 1/2 in.(min) gypsum board with 6-in. offset to plywood joints. Insulation: Premier Industries "Insulfoam EPS" Type "I," "VIII," "II," "IX" or "R- Gard," any thickness. Base Sheet "EPS FLAM STICK," self adhered. Cap Sheet: "Sopralene Flam 180 FR +GR," "Sopralene Flam 250 FR +GR" or "Elastophene Flam FR +GR ", heat welded. 31. Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinations, any thickness. Base Sheet (Optional): One or more plies Types G1, G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot asphalt. Membrane: One or more plies or combinations of the following membranes: "Elastophene Sanded," "Elastophene 180 Sanded," "Sopralene 180 Sanded," "Sopralene 250 Sanded," "Sopralene 350 Sanded," "Sopralene 350 GR," adhered with hot asphalt or one of the 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued following cold applied adhesives at 1.5 gal /sq /ply: "FM Adhesiv (VOC)," "FM Adhesive," "High Velocity Membrane Adhesive" or Imperbel "7U ". Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 lbs /s embedded into hot asphalt or one of the following cold applied adhe. lives: "FM Adhesive (VOC)," "FM Adhesive," "High Velocity Mem- brane Adhesive" or Imperbel "7U," at 3 to 4 gals /sq. 32. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinations, any thickness. Base Sheet (Optional): One or more plies Types Gl, G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot asphalt Membrane: One or more plies or combinations of the following mem- branes. "Elastophene Sanded," "Elastophene 180 Sanded," "Sopralene 180 Sanded," "Sopralene 250 Sanded," "Sopralene 350 Sanded," "Sopralene 350 GR," adhered with hot asphalt or one of the following cold applied adhesives at 1.5 gal /sq /ply: "FM Adhesive (VOC)," "FM Adhesive," "High Velocity Membrane Adhesive" or Imperbel "7U ". Surfacing: Gravel or crushed stone at 400 lbs /sq or slag at 300 Ibs /sq embedded into hot asphalt or one of the following cold applied adhe- sives: "FM Adhesive (VOC)," "FM Adhesive," "High Velocity Mem- brane Adhesive" or Imperbel "7U," at 3 to 4 gals /sq. 33. Deck: C -15/32 Indine: 1/2 Insulation (Optional): (2 in.max) Polyisocyanurate, glass fiber, rock wool or perlite, any thickness, mechanically fastened with 6 -in. staggered joints from the plywood joint. Slip Sheet Tritex ROCROOF®, loose laid or mechanically fastened. Ply Sheet: One ply "Soprafix," "Soprafix(x)" or "Sopralene Flam 180," mechanically with heat - welded seams. Membrane: "Elastophene Flam FR GR" or "Elastophene Flam FR +GR," heat welded or "Colphene FR GR," self ad$I et • • 34. Deck: C -15/32 • • • • Indh ! t/ Insulation (Optional): (2 ii.•nax). Polyisocyanurate, glass fiber, rock wool or perlite, any thidatengw611pnically faste!i 4with 6 jt itz'ered joints from the plywood jo' t. • Barrier Board: G -P Gypsurn DensDeck® or DensDeck Pri tIP /4in. min, mechanically fastened hn. stag kid. j$ipt from The plywood joints. •••• • Ply Sheet: One ply "Soprafi s i ol'8oprafixxi or "Sopralene �em►180," mechanically fastened in- lipntij . - wieldecystams Membrane: "Elastophene a r t%GR" or "Elastophene Flam Fitt GR," heat welded or "Colphene•FKGR,i self adhered. • 35. Deck: NC • • Inclu'e 2 • Insulation (Optional) : Pb. lystylcne any thtdcftASs. i • • • • i Base Sheet: "Sopra" ESN went® or "SSop• "•ESHAveftt®HM,•self adhered. • • • • Membrane: "Sopralene Flam 180 FR +GR" or "Sopralene Flam 250 FR +GR," heat fused. 36. Deck: C -15/32 Indine: 3 Barrier Board : 1 /4-in. (min) DensDeck® with all joints staggered 6 -in from the plywood joints. Primer: " Elastocol 600c" applied to the barrier board at 1 gal /sq. Base Sheet: "Sopra" ESHAvent®, self adhered. Membrane: "Elastophene Flam FR+GR," heat fused. 37. Deck: NC Incline: 1 -1/2 Insulation: Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete and structural concrete. Primer: "Elastocol 600c" applied at 1 gal /sq. Base Sheet: "Sopralene Flam Stick" or "EPS Flam Stick" self adhered. Membrane: "Sopralene Flam 180 FR GR" or "Sopralene Ham 250 FR GR," heat fused. 38. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): Any UL Classified any thickness Barrier Board : 1 /4 -in. min G -P Gypsum DensDeck® or DensDeck Prime® with all joints staggered 6-in. from the plywood joints. Primer "Elastocol 600c," applied at 1 gal /sq. Base Sheet: "Sopralene Flam Stick" or "EPS Flam Stick," self adhered. Membrane: "Sopralene Flam 180 FR GR" or "Sopralene Flam 250 FR GR," heat fused. 39. Deck: C -15/32 Incline: 4 Insulation (Optional): Polyisocyanurate any thickness. Barrier Board: 1 /4-in. min GP Gypsum DensDeck® with all joints staggered 6-in. from the plywood joints. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corporation 13450 SW 126 St, Suite 10 Miami, FL. 33186 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 Buil lfit'Gode including the High Velocity Zone • of the Florida Building Code. • • • • •• • ••• • • • •• DESCRIPTION: Terracotta Clay Spanish "S" Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo8ca,soi y, state ands • following statement: "Miami Dade County Product Control Approved ", unless otherwise'neted herein. ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed• ffi*re ha tkerAro • change in the applicable building code negatively affecting the performance of this prodtcl : : • •' • TERMINATION of this NOA will occur after the expiration date or if there has been ire' sirn or claw in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ;ndozsement• • product, for sales, advertising or any other purposes shall automatically terminate this N he Allure to eoeply • 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 shalt 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 05- 1220.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• • NOA No.: 07- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 1 of 4 • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This new roofing system using Terracotta Clay Spanish "S" Roof Tile, as manufactured by URALTTA Tejados, S.A. in Alicante, Spain and distributed by Zion Tile Corporation as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, do not exceed the design pressure values obtain 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 Terracotta Clay Spanish "S" Roof Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency All State Engineering & Testing Consultants, Inc. IBA Consultants, Inc. Roofing Roofing Tiles Clay Dimensions 1= 18" w = 11 1 / 8 " 1/2" thick Length: varies ASTM C 1167 Width: varies varying thickness Test Identifie AV -27 2354186 Test Product Specifications Description ASTM C 1167 High profile interlocking, clay tile. 111 • 11 Accessory trim, clay root pi$ees for use at hips, rakes, ridges and vatl8gterminatimc; • Test Name/Report TAS -101 •• • •••• • • • •• •• • • • • • •••• •••• •• • 11 •• •••• Date. • • • 11 • • Januar "1 Physical Properties 04 /13/07 ASTM C 1167 • NOA No.: 07- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 2 of 4 Table 2: Aerod amlc Multi • filers - X ft3 •••••• • . 114 Tile Profile a. 01 Direct Deck Application• • • • • • ... • • , Terracotta Clay Spanish "S" Roof Tile (Adhesive Set) 0.27 • • • . 3. LIIVIITATIONS 3.1 3.2 Fire classification is not part of this acceptance. 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 Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Terracotta Clay Spanish "S" Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) From PA 101 TileProfile Weight -W (Ibf)� Terracotta Clay Spanish "S" 8.2 Roof Tile (Adhesive Set) and Demensions (I x w Testing Len h I (ft Width w' • 1.5 • • •09 • • .. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Adhesive Set Systems Tile Profile Tile Application Terracotta Clay Spanish "S" Adhesive Set' Roof Tile (Adhesive Set) I Avg. patty weight 131.5grams of Polyfoam Polypro® AH160. Attachment Resistance 82.54 •• • • • •• • Tile Profile Terracotta Clay Spanish "S" Roof Tile (Adhesive Set) Table 3: Restoring Moments due to Gravity - M (ft-lbf) 4 ":12° 2 " :12° 3 ":12" 5 ":12" 6 ":12° •• • 7 ":12" Direct Deck DirectDeck Direct Deck Direct Deck Direct Deck Direct Deck 6.01 5.93 5.83 5.70 5.55 5.39 NOA No.: 07-0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 3 of 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami -Dade County Product Control Approved ". ® COBERT URALITA TEJADOS TOLEDO-E TERRACOTTA CLAY SPANISH "S" ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1Application 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. OR PROFILE DRAWINGS ® COBERT .4 m2 o " 11 -1/8" TERRACOTTA CLAY SPANISH "S" ROOF TILE END OF THIS ACCEPTANCE • • .. • • • • .... • .. • • • • .... . • .. .. • ••• • . . • N> ...s...N • • • NOA No.: 07- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 4 of 4 • • • • MIAMI �3AL7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadrat Drive Wadsworth, OH 44281 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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. Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Wood Decks d1 •••• • • • • •••• This product is approved as described herein, and has been designed to comply with the Higlf Veficity Pfilfricate • .. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,vityt state and • following statement: "Miami Dade County Product Control Approved ", unless otherwise rafted herein. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and th&e:has bvsetty 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 • the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 01 -0116.01 and consists of pages 1 through 47. The submitted documentation was reviewed by Jo#ge L. p1bo N()A No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 1 of 47 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Sopra -G Test Product Dimensions Specification 39" x 108' (3.5 ASTM D 4601 sq.) Modified Sopra -G Sopraglass M Sopraglass M GR Sopra ESHAvent Sopraglass 40 Sopraglass 100 Soprabase Sopra IV or VI 39" x 108' (3.5 sq.) 39" x 66' (2 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) 39" x 82' (2.5 sq) 39" x 66' (2 sq.) 39" x 99' (3 sq.) 36" x 180' (5 sq.) Roofing Modified Bitumen SBS Wood -60 psf See General Limitation #1 ASTM D 4601 ASTM D 5147 ASTM D5147 ASTM D 1970 ASTM D 4601 Type I ASTM D 4601 ASTM D 6164 ASTM D 2178 Type IV or VI Product Description Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate. •••• Fiberglass reinforced modified1 bitrimen bas % • • • sheet. Applied in hot asphalt: WE stlhesivg.or . ribbon stripping. • • • Fiberglass reinforced modified bitumen base • sheet with a mineral granularep eeiface. • • Applied in hot asphalt, cold adhesive or ribbon stripping. • Fiberglass reinforced modifietThThimen membrane with self-adheringAtitgareas on back side and a sanded top side. • • Fiberglass reinforced oxidizeelpipfnit base §lee; for bonding, mechanically attaching or ribbgri • • stripping to substrate. Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type 1V or VI, fiberglass reinforced, smooth surfaced plysheet. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. ••• • • • • • NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 2 of 47 Product Colvent TO Colvent SA Colvent 180 TG Colvent 180 SA Colvent 180 TG GR Colvent 180 SA GR Sopra G -Vent Elastophene Sanded Elastophene Sanded 3.0 Elastophene HD Elastophene HS FR Elastophene Sanded FR Elastophene HR Dimensio 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 43' (1 sq.) 39 "x43''(1 sq.) 39" x 43' (1 sq.) Test Specification ASTM D 6163 ASTM D 6163 ASTMD6164 ASTM D6164 ASTM D 6164 39" x43' (1 sq.) ASTM D6164 39"x99' (3 sq.) ASTM D 4601 Type II 39" x 49' (1'A sq.) ASTM D 6163 39" x 33' (lsq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x49' (PA sq.) ASTM D 6163 ASTM D 6163 ASTM D 6162 ASTM D 6163 39" x 49' (FA sq.) ASTM D 6163 Product Description Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips 011 back side and a mineral granular top surface. Fiberglass reinforced, modified bitumen . • membrane with perforated hopes. • : ... . Fiberglass reinforced modifxedbitenaen .• membrane sanded on both sides,4sed as a base' and top ply. Applied in hot alpiratt gold • • adhesive or ribbon stripping. • • • • • Fiberglass reinforced modifiedblthtden • • • . membrane sanded on both sideg, used as a base • • and top ply. Applied in hot apt, ;old . .. adhesive or ribbon stripped. • • • • • • • Fiberglass reinforced modified,lsitt n en • • • membrane sanded on both sides, used as a • • • and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 06- 0111.01 Expiration Date: 03/01 /11 Approval Date: 02/23/06 Page 3 of 47 . • • • • .• • • • Product Elastophene HR FR Elastophene HP Elastophene PS Elastophene SP 2.2mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flam 2.2 Elastophene Flam HS FR Elastophene Flam HP Elastophene 180 Sanded Elastophene 180 PS Dimensions 39 " 39" x 66' (2 sq.) 39" x 49 sq.) 39" x 49' (1% sq.) 39" x 49' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1A sq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39 "x49'(11/2 sq.) 39" x 48' (11 sq.) Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D6162 ASTM D 5147 ASTM D 6164 ASTM D 6164 Product Description Fiberglass scrim reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn-off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic bum -off film) Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding o ; ,,. ribbon stripping (after removal of plastic Mu film) • • • •• • . membrane covered on both sides with a plastic • Fiberglass reinforced modified biten burn -off film. Applied by heal mielijig. • • Fiberglass reinforced modified been • membrane covered on both sictdi= a plaMtC bum-off film. Applied by heat welding. Woven fiberglass/polyester composite reinforced modified bitumen membrane vyith fjre retarekulti. • and plastic burn -off film on bets.stdo. Applied by heat welding. Fiberglass/non -woven polyester reinforced modified bitumen membrane with plastic burn - off film on both sides. Applied by heat welding. Non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn-off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. • • • • • • NOA No.: 06-0111.01 Expiration Date: 03/01/11 Approval Date: 02123/06 Page 4 of 47 Test Product Product Dimensions Specification Description Elastophene GR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR or FR+ GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HS 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass /polyester composite reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules mite top. Applied in hot asphalt, cold adhesive br... • ribbon stripping. • •• • • ••• • Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified.bi en • • • • GR membrane with fire retardants,•aplastic burn -off film on the bottom and minerpt gravies mg ; • top. Applied by heat welding. • • • • • Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modifiecl'Uifilifien • FR GR or FR+ GR membrane with fire retardants ajlastic burn -off • film on the bottom and mineref granules ontig • top. Applied by heat welding • • • • • • Elastophene Flan 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced nicitjfiee bitum% • HR FR GR membrane with fire retardants, a plastic. buts • film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Elastophene Flam 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass composite reinforced modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film) Elastophene Flam 39" x 33' (1 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced HS FR GR HPFRGR modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). NOA No.: 064111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 5 of 47 • • • • • • • • .' • • Product Sopralene 180, 250 or 350 Sopralene 180 SP 3.5 mm Soprafix [S], [11], [F] and [X] Soprafix Soprafix-e Soprafix (X) Sopralene Flam 180 or 250 Sopralene 180, 250 or350GRorFR GR Sopralene Flam 180, 250 or 350 GR Dimensions 39" x 33' (1 sq.) 39" x 26' (3/4 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) Test Specification ASTMD6164 ASTMD6164 ASTM D 6164 ASTM D6164 ASTMD6164 ASTM D 6164 ASTMD6164 ASTMD6164 ASTMD6164 Product Description Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off Slur on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -of fiat). Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Non-woven polyester reinforced modified bitumen membrane with a 4 -inch or 5-inch wide side lap with a plastic bum-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side .lap.. with a self - adhering compound and release ice. • and sanded on the bottom ancttoesurfaces.•. • Applied by mechanical attachme .• Lap self- • • adhered or sealed with approveeeiztld adhesive? Non woven polyester reinfotrOi1tbdified • • bitumen membrane with plastid tarn firm or sanded on the top and bottom sinks and a 6� inch wide side lap. Applied by heat welding. • • • Non woven polyester reinforced SDI modi4ed bitumen membrane, both side; cowed with"... • plastic burn -off film, used as It baS41y. Applied by heat welding or ribbon stripping (after . • • removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic burn -off film). Non-woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). NOA No.: 06-0111.01 Expiration Date: 03 /01/11 Approval Date: 02/23/06 Page 6 of 47 Product Dimensions Sopralene Flam 39" x 33' (1 sq.) 180, 250 or 350 FR GRorFR +GR Sopralene Flam 180 2.7 mm Sopralast UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene 1000 or 1500 Colphene FR GR Colphene HR FR GR Lastobond S or P Lastobond Shield Lastobond Shield HT Lastobond Shield - R Lastobond Shield - HT RW Sopratape 606 Sopramastic 200 39 "x33'(1sq) various 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 132' (4 sq.) 39" x 66' (2.1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39 "x49'(11/2 sq.) various various various various 5" wide 17 oz. pouch or 10.4 oz cartridge Test Specification ASTM D 6164 ASTM D6164 ASTM D 6298 ASTM D 6164 ASTM D 6164 ASTMD6164 ASTM D 6163 ASTM D 1970 ASTM D 6163 ASTM D 6163 ASTM D 1970 ASTM D 1970 ASTM D 1970 ASTM D 1970 ASTM D 1970 Product Description Non woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film) Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn -off film). Self adhered, polyester reinforced membrane... with a release film on the bottom aad a saner.. • top. ••• ... Self adhered, polyester reinfone membrane ' • • with a release film on the bottom tad a plastic • burn -off film on the top. • • • • • • • • Self adhered, film surfaced, gl� rdt;t/glasst grid reinforced membrane with a reTeia'sg Film o$ Me bottom and a plastic burn- offfmon the top. • • • Self adhered, non - reinforced aiembrfnes a vapor retarder. • • • • • • • •• • •. • Self adhered, granule surfaced, fiberglass ' .. • . • reinforced membranes. Self adhered, granule surfaced, fiberglass scrim reinforced membranes. Self-adhered underlayment membrane. Self - adhering underlayment membrane. Self-adhering underlayment membrane. Self - adhering underlayment membrane. Self-adhering underlayment membrane. Bituminous tape for sealing of side and head laps. Caulking compound. NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 7 of 47 Product Elastoco1500 and 600c Sopracolle ALSAN Flashing"' SBS Mastic SBS Elastic Cement Soprawalk High Velocity® Insulation Adhesive 11 (HVIA -11) High Velocity® Insulation Adhesive III (HVIA-m) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive Sopraboard Dimensions 1.25 gallon pail or 3.75 gallon pail 10.4 oz tube 5 gallon pail 39" x 26' (3/4 sq) 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various Test Specification ASTM D 41 Asphalt primers. Product Description Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen resin, moisture cure compound. Plastizied rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. Proprietary One part elastomerc urethane foam adhesive. Proprietary Two part eastomeric urethane foam adhesive. • • • . • .. • •••• • •• Proprietary Plastomeric bitumen based cold abusive. Proprietary Plastomeric bitumen based coj4 esive. • • • Proprietary Elastomeric bitumen based cad adhesive. •••••• Proprietary Elastomeric bitumen based cold adhesive. Proprietary Polyurethane bitumen adhesive. • • • • • •. • •. • • •• .• • Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. NOA No.: 06- 0111.01 Explratlon Date: 03/01/11 Approval Date: 02/23/06 Page 8 of 47 APPROVED INSULATIONS: Product Name Apache Pyrox, Apache White Line, Apache Pyrox PSI -25, Apache White 1 one PSI -25 Apache Millox, Apache Mfox P ACFoam II, ACFoam III ACFoam Composite FlintBoard ISO, FlintBoard ISO Cold FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard II-Shield II-Shield CG H- Shield -P, H- Shield -WF ENRGY-2 ENRGY -2 Plus, Composite, Fesco Foam ENRGY -3 ENRGY -3 Plus Multi-Max FA Thermaroof Composite UltraMax Multi-Max FA -3 Theramaroof Composite -3 SECUROCK® TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Apache Products Company Apache Products Company Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic .... . • • •••• • .. generic ... . • • ropsum Corp. .... • • • • • iIanels„ Fay. • Panels, Inc!. 111.10tg Panols, Inc. JolSn4*Manvillp... • J9 • Mangy. • RMax RMax US Gypsum • • • Johns Manville Johns Manville RMax RMax RMax NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02123/06 Page 9of47 APPROVED FASTENERS: Tri-Fix Fastening System #12, #14 & #15 Soprema Fasteners Soprafix [X] -EL #15 Soprafix Plates Soprema Plates Sopradisc Soprema Isofast IF/IFT Soprafix/Soprafast UNILAY Plate #12, #14 & #15 Dekfast Fastener Omega Fastener Dekfast Hex Plate Dekfast Lock Plate Twin Loc -Nails FM -30, FM-45, FM-60, FM -90 Fasteners #12, #14 & #15 Roofgrip Fasteners Product Name TABLE 3 Product Description Fastening system for base sheet attachemen to lightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ-55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ-50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unilay membrane securement. Insulation fastener StRinless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Insulation fastener for wood, steel and concrete. Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 2%" diameter 3" diameter 2 -3/8" diameter 2 /8 x 3 V" 3" x 3 /a" Manufacturer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. • • • •• • • ••• • • • • Inc. • •••• • Selprerna, Inc? ••• • •• •• • • • • Cow Fasteners, • Inc. •••• • • •••• Consiutio i Fasteis, • Inc. '••'•' Construction Fasteners, Inc. Construction Fasteners, Inc. ES Products, Inc. ES Products, Inc. ITW Buildex Corp. NOA No.: 06 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 10 of 47 APPROVED FASTENERS: Product Name AccuTrac Hextra Fasteners Polymer Gyptec Polymer Gyptec Metal Plate Accutrac Plate Metal Plate Gearlok Plastic Plate Olympic CR Base Ply Fasteners NTB Magnum NTB Plate Lite -Deck Lite -Deck Plate Olympic Fastener #12, #14 & #15 Olympic CD -10 Olympic Fluted Nail Olympic Standard Olympic Plastic Powerlite Powerlite Base -Lok Fasteners Turbo Tube -Lok Fasteners SFS Base -Lok Fasteners TABLE 3 Product Description Insulation fastener for wood, steel and concrete. Glass reinforced Nylon insulation fastener for gypsum & CWF decks. Galvalume stress plate Galvalume square stress plate Galvalume stress plate. Polyolefin round stress plate Base ply fastening assembly Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate Insulation fastener for CWF and Gypsum decks. Galvalume stress plate Insulation fastener. Insulation fastener. Insulation fastener. Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. Base sheet fastener for lighweight concrete, cwf and gypsum decks Base sheet fastener for lighweight concrete, cwf and gypsum decks Base sheet fastener for lighweight concrete, cwf and gypsum decks Manufacturer Dimensions (With Current NOA) ITW Buildex Corp. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" round ITW Buildex Corp. OMG, Inc. 3" round 3" round 3" round 3.25" round 3" round 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head OMG, Inc. • • • • ' •OMC., Inc.... • • •®MQ, Inc. ' • s • •®MQ, Inc. • 'CMG, Inc. • ••• • • • • • ••4s . •• Inc. • • • • • •••• • OMG,Inc. • • • •• • •• • • • • OMG, Inc. • • • • OMG, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. Simplex Nails Simplex Nails SFS Intec, Inc. • • NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23106 Page 11 of 47 • • • • • • • • • • • • APPROVED FASTENERS: Product Name Insul -Fixx Fastener Isofast Fasteners Extra Load Fasteners #15 Insul -Fixx S Plate Insul Fixx P Plate Isofast Plate ES -I Fastening Systems #12, #14 & #15Dekfast Fastener Omega Fastener Dekfast Hex Plate DekFlat Lock Plate Tru-Fast TL Fastener Tru-Fast Fastener Tru -Fast HD or EHD Tru-Fast MP -3 'Tru -Fast Metal Tru-Fast Plastic ES Products Batten Bar - TL #12 Hextra Polymer Batten Strip MAXLoad Olympic Heavy Duty Olympic ASAP 3P Olympic ASAP 3S TABLE 3 Product Description Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attachment to steel or concrete decks. Galvalume AZ50 steel plate Polyethylene stress plate Square or oblong galvalume steel plates for use with Isofast fasteners Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lighweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Batten bar Manufacturer Dimensions (With Current NOA) SFS Intec, Inc: 3" round 3" round 3" round SFS Intec, Inc. 2'/ "x3 %" 3 "x3 Y4 3" round 3" round 3" round Insulation fastener Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and 3" round plastic plate Pre - assembled insulation fastener and 3" round steel plate SFS Intec, Ino. SFS Inter, Inc. SFS Inter, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec •••• • • • • •••• •• ' §Inter••• • • • **file Inter •• • • 4 3/ 4 9 Intec • Tb.enft CUp • •••• • ••• • T178 Till Fast Corp. • • • • • • • • •••• • The Tj h Fast air • •• • •• • • • • • ,• • The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. ES Products, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. OMG, Inc. OMG, Inc. OMG, Inc. NOA No.: 06-0111.01 Expiration Date: 03 /01/11 Approval Date: 02/23/06 Page 12 of 47 APPROVED FASTENERS: Product Name Isofast IF2 Isofast IF/IG Isofast IFC/IW #15 Dekfast HS Galvalume Steel 3" Round Insulation Plate K -Fast Fastener Dekfast Steel Batten Bar Dekfast Coiled Batten Strip Soprafix #14 PAS -2" SB Stress Plate Soprema 3" Insulation Plate Soprafix 2" — SB Stress Plate Soprafix 2 -3/8" — SB Stress Plate Soprafix (X) 2 -3/4" Stress Plate Soprafix MBB -R Soprema #12, #14, #15 Fastener Soprema PAS #12 -3" Insulation Plate Soprafix #21 -K Fastener Tru -Fast DP Tru -Fast SHD Tru-Fast MPH -3 Tru-Fast MP 2000 Tru-Fast MPB -2000 Tru -Fast MPB -2400 Tru-Fast BB -18 Batten Bar Tra Fast BB -18 -R Batten Bar Tru-Fast Twin Loe Batten Bar Insulation Fastener Galvalume AZ50 steel TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Batten bar Pre - assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre- assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galvalume AZ55 steel batten bar Galvalume AZ55 steel batten bar with recessed holes Batten bar Dimensions 82x40mm 70 x70 mm 3" round 2" diameter 3" diameter 2" diameter 2 -3/8" diameter 2 -3/4" diameter 3" diameter 3" round Manufacturer (With Current NOA) SFS Intec SFS Intec SFS Intec SFS Inter SFS Intec SFS Intec SFS Intec SF'S Intec Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprei ,.111: soPrenri,Jtc. Soprema. Jam. •••• Soprano, iaae .. •• Sopremg • • .. •. • • The TruWastGorp. • • • • •• • e• • • • • • .• • The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. •••• • • •••• ••• • • • • • • .•• • • . .• NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date; 02/23/06 Page 13 of 47 • • 0 00000 • • •••••• • • • • • • EVIDENCE SUBMITTED: Test A#ency/Identifier Dynatech Engineering Corp. Exterior Research & Design, LLC. Factory Mutual Research Corporation IRT of S. Florida ITS / Warnock Hersey Underwriters Laboratories, Inc. Name 10.94.27 2491 -04.95 2003.02.97 -1 2003 - 2.04.97 -1 2002.07.97 -1 2738 - 10.00 -1 2757.02.05 2778.07.05 J.L 1Z3A6.AM J.I. 1 W8A1.AM J.I.2D0AO.AM FM Approval Guide 990028 UL Roofing Materials and Systems Directory Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Wind Uplift Wind Uplift Classification Wind Uplift Classification Wind Uplift Classification Uplift Classifications Wind Uplift ASTM D 5147 Physical Property Testing File No. R11436 Fire Classification Date 10.27.94 01.04.95 02.15.97 04.15.97 08.15.97 10/20/2000 02/03/05 07/15/05 04.27.95 07.15.93 08.15.97 Published Annually 9/30/99 05.27.93 •... • • •••• • gskished... . ..wall • •••• • • •••• • • •• •• • •. • • s • • •• • • • • • • •••• NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 14 of 47 • • • -. • •• • • • • ...... • • • • • • • • • • • Deck Type 1: Deck Description: System Type G(1): Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Wood 19 /32" or greater plywood or wood plank System applied as tile underlayment. MI General and System Limitations apply. One ply of Sopra -G, Modified Sopra -G, Sopraglass 100 applied parallel to the slope of the roof. Base sheet shall be mechanically fastened with approved annular ring shank roofing nails and corrosion resistant tin -caps spaced 6" o.c. at the 2" side laps with two additional rows spaced 12' o.c. in the center of the sheet. None. Elastophene Flam, Elastophene SP, Elastophene Flam Granule or Elastophene Flom Granule FR torch applied. Or Elastophene Sanded, Elastophene Granule FR or Elastophene Granule adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. None. Must comply with RAS 118, 119 AND 120. ( See Roof Tile Manufacturer's NOA) • • • • • • • • •••• • • .. • • • • • • • • • • • • .. • •. •• • • .••• .•• • •• • .•• • • • .•• • •• •• NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 46 of 47 • ..• • • •••• •• • • • • • • • .••.•• • • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 lbsJsq. 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') velue,d1 • • . 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fas impr value' 1S' field - tested, are below 275 lbf. Insulation attachment shall not be acceptable. • • • "' • 6. Fastener spacing far mechanical attachment of anchor/base sheet or membrane attacithint is based on: • a minimum fastener resistance value in conjunction with the maximum design valueli'st&ddvithin specific system. Should the fastener resistance be less than that required, as determined tithe • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida regi::ered Professional Engineer, Registered Architect, or Registered Roof Consultant may be spiL,11~d. Said • • revised fastener spacing shalt utilize the withdrawal resistance value taken from Testi z4pplication • Standards TAS 105 and calculations in compliance with Roofing Application Staudari RCS 117. •••••• 7. Perimeter and corner areas shalt comply with the enhanced uplift pressure requirements of these are • Fastener -densities shall be increased for both insulation and base sheet as calculated• m eompli ti • , with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Flotilla' 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 corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 47 of 47 • • • 000000 • • •••••• • • • • • • • •••••• • • •••••• • • a[r. L!. LVVO ]:]yrivi OW" r L1 M1AM MADE BUILDING CODE COMI UAHCE OFFICE (BCCO) PRODUCT CONTROL DNISION NOTICE OF ACCEPTANCE OA Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID), This NOA rhsil 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 tbis 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 theirimisdiction. 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 l gh Velocity IatRfcane • Zone of the Florida Building Code. • • DESCRIPTION: Polypro® AH160 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-2908 • 19V. JLVL • ii • •••• • • RENEWAL of this NOA shall be considered after a renewal application lies been filed antic ther a has been no ' change in the applieable 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 rd r!i r chan$; II the materials, use and/or manufacmre of the product or process. Misuse of this NOA as an admen; ent of ate; . • • product, for sales, advertising or any other purposes shall automatically terminate this NOkt.444a to comply • • • with any section of this NOA shall be cause for termination and removal ofNOA. • • • 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 eJ1a11 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. 4 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/73/06 Pagel • •• •••••• • • • • • • • • • •• • • SH. 2/, 2006 3:39F t AUGU SUNNLY iuu. LOL r. u ROOFTNGA.SSEMBL'Y APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations 'where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations ilk compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof titles system. using Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Test • Specifications Pol .ro ®:. 60 N/A TAS 101 Product PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Dimensions N/A NIA PRODUCTS MANUFACTURED BY OTHERS: Test ASTM D 1 622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME 96 ASTM D 2126 ASTM D 285$. Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • • • • • • • • • • • •• • • • • • • • •• ••...• . • • • • • Results • • •. •• • • 1,6 lbs.tft 3 18 PST Parallel to rise 12 PSI Perpendicular to rase 28 PSI Parallel to rise 0,08 Lbs./Ft 3.1 Perm l Inch. +0.07% Volume Change. ® .40° P., 2 weeks +6.0% Volume Change @158., 100% Humidity, 2 weeks 86% Closed Cell Content 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. ••• • • • •• • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a aurrent.A10A which • list moment resistance values with the use of Polypro AH160 rooftile adhesive. • • •••• • • •••. •• • • • • .. • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 OOOOOO • • • •••••• • • • • • • • • • •• • • JLI. Ll. LVVV J.YVIm 1.2I111VVV JVI I LI •• •• 11 V, J L V L 1. J f I EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -06Q TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25 -7438-4 25-7438-7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] 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 5201091 TAS 101 12/28/9.8.•••. 520109-2 • • •••• •• • • • 520109 -3 •, • 520109 -6 . ••• • 520109-7 520191 -1 TAS 101 •9 . . bg/02/9; ` • 520109-2-1 • .. • • • .. .• L TATIONS: • • • ••.• • • •••• • 1. Piro classification is not past of this acceptance. Refer to the Prepared Roof Tile A ;epshly for fire .. • • • • • •• • rating. 2. Polypro® AH160 shall solely beused with flat, low, & high file 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 the adhesive with their tile assemblies shall test iu accordance with TAS 10I. 45. Roof Tilc manufactures acquiring acceptance for the use of HANDI- STICI( roof file adhesive with their tile assemblies shall test in.. accordance with TAS 101 With section. 10.4 as modified herein. NOA No.: 06 -0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • • • • • •• • • JC L 1. MU J. `tUi ivi unnuwv vvi i Li INSTALLATION: 1. Polypro® AI-I160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. Application section and the 2. Polypro® AH160 shall be applied in compliance with the Component App corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tie assembly NOA 3. Polypro® AH160 roof the adhesive and its components sha11 be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHl 60 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® AFI160 shall not be exposed permanently to sunlight. •••• 0. Tiles must be adhered in freshly applied adhesive. Tile roust be set within 2 to'bmiautes after'. • • • • Polypro® AH160 has been dispensed. • • • •••• • 9. Polypro® AIX160 placement and minimum patty weight shall be in accordance leilitthe Placereent • Details' herein. Bach generic tile profile requires the specific placement noted heft • . Placement Detail #1 #1 #2 Single Paddy Weight Min. antis 35 17 /side on cap and 34 /pan 24 Table 1: Adhesive Placement For Each Generic Til Tile Profile Plat, Low, High Profiles Igh Profile (2 Piece Barrel) Flat, Low, High Profiles Plat, Low, Hitt. Profiles #3 e Profile • Two PW Weight per g o a t N/A 8 • LABELING: All Polypro® AH160 containers shall comply with the Standard Conditi ns listed herein. BULLDING PERMXT REQUIREMENTS: As required by the Building Off trial or applicable building code in order to properly evaluate the installation of this system. • •• • •• • • • •. • • NOA No.: 06- 0201.02 . Expiration Date: 05 /10111 Approval Date: 04/13/06 Page 4of7 • • • ..•..• • • • • • • • • • • • • • Jtr, L!. LVVO J:quriai DfIu■u Jurrt_r 4 ADHESIVE PLACE VIE rT ]DETAIL 1 . SINGLE PAST NV, J L VL J1 1 1}Plats lough make le acYcva lo 23 Q11°4NA's slim itches fdnorddwilhfho pan big 514 411112t26°° /ga TO IL ROM m W P� a , 1266 15minslalltheft NOA No.: 85- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • ••• ••• • • • • • • • r + : ► M qtr. Ll. LUVO bit/it/1,U aurrLr Nag tbmagh piastre cement ADHESIVE PLACE+1VIENT DETAIL 2 SINGLE PATTY •••• • • ••• IVV. JLVL 1. V/ I • • • • • ••• • •• 1141 • • •• •• 0.011•. • • • • 1111.• • • • • • • •••• • • • •• • •• • • • • VOA No,t 06-0201.02 Expiration Date: 05/10/11 Approvel Date: 04/13/06 Page 6 of 7 • • • • .41..• • • .•..•• • • • • • • • • • EN. 2I. 200b i:4IrM biIw u Jurnr Nat through plastic cement "in. I x3 in. Single paddy on under- iaytnant Paddy (between tile) Paddy (under tile) Slagle paddy under Vie on si lopoffi � s n d d roe paddyeav on topofble \ ao pyeave Facia • course only t course ,ADHESIVE PLACEMENT Dz+'TAZL 3 DOUBLE PATTY Nell through plastic cement Single paddy ohundarlayment Single paddy on top of tale flTn.x3In. Env Coarse • Save Closure Single paddy under tie Single paddy between file 21n.x7in.medlum � site paddy ea" . course only END OF THIS ACCEPTANCE 11V. JLVL rr • • • • •. • • • • • • • • •••• • • • ••• • • • • • •• •• • • • • • • • • • •.•• • • • • • • • ▪ • .. .. • • • • •• • •OA No.: 06- 0201.02 Expiration Date: 05/10111 Approval Date: 04/13/06 Page 7 of 7 • • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. RfbU'13 TAX TAX FOUO NO. /I' .32..o 014-N /a 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 followUg Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: taus L�2.>, ,us G G 7�. / � - 5( t „'/1L°,n l o re.s FL 3 2. Description of improvement: rart n a 3. Owner(s) name and address: 171;.b. m Sh® re-5 f sbyfe r; a„ Chu ra.4 1.o .. A/1 I Strut ,4a -rn; . s✓+i FL .'3/311° ■ Interest in property: Name and address of fee simple titleholder 1t-i n (moo /4i1 ie A/kJ 61 SA- ( /4 4 . - ys I t c STATE OF FLORIDA, COUNTY - Cw okkoE 5. Surety: (Payment bond required by owner from contractor, ifefrAiE 1 CERTIFY that this i opy of the Name and address: original filed' ; ce j % da of Amount of bond $ % ,AD20 # W ITNESS m hand and Offf» Seal. 6. Lender's name and address: HARVEY RUVIN CLER_ f r> coif and County Co j x'11 c. 4. Contractor's name and address: By 7. Persons within the state of Florida designated by Owner upon whom notices or other d ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration different date is specified) / ", 61424,) , �ryit."-y f15<!ress Atwater', V p Signature of Owner Print Owner's Name Oda da 4 ide rn e r Sworn to and subscribed before me this 0V7ay of Notary Public Print Notary's Name Sy My commission expires: 6i8' /ow!/ 123.0142 PAGE 4 0108 £a2& PUBLIC4TAT CF I'LOEIDA ,.,." ... Natter Commission #DD665957 Expires: TUNE 08, 2011 BONDED TBRII ATLANTIC BONDINO60., 1 111111 111111111111111 11111 0111 11111 11111111 C FN 2008R0613291 OR 8k 26497 Ps 0228; tips) RECORDED 07/28/2008 09:03:30 HARVEY RiJVINr CLERK OF COURT NIAi1I -DARE COUNTYe FLORIDA LAST PAGE RECIEWED JUL 2 9 ?nPR • 7c/ -- date is 1 year from the date of recording unless a Prepared by'44 AJ44O 200 y' Addres 6' 7 57 .79//71-4/, — ' .3/4,6 BUILDING PERMIT APPLICATION FBC 2001 Type of - Wor. Describe Permit Fee $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Job Address (where the work is being done) 4.7R iq /6 City Miami Shores Village County Miami -Dade State Qualifier 07)C/fro ij /A/o At OCT o 6 200e D BY...! Permit No. Master Permit No. 9F Permit Type (circle): Building Electrical Plumbing Mechanical Roof Owner's Name (Fee Simple Titleholder)' / ./CifEg i jE6;i Phone f 79/- Owner's Address 6c2, 6/ 6 /4 5T Cityyf State -XL. Zip Zip 3.3 - 7V-2 Is Building Historically Designated YES NO X Contractor's Company Name » i ! O )e7 &IP Phone # Contractor's Address 1 g iV « 07 6/ cit 7- 21/*/ / Zip 3 3/4 , . State Certificate or Registration No. Ca s / Certificate of Competency No.� 7 Architect/Engineer's Name f applicable) Phone # $ Value of Work Fo "s Square Footage Of Work DNew D Repair/Replace ❑ Demolition /4 ee 157 « * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * ** * * * * * * * * * * * * * ** * * * **** * *** Submittal Fee $ Notary $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ CCF $ Technology Fee $ CSC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4/./.24/ � . 14,10 .ci Owner or Agent The fore oin instrument n w as ackledged fore me thi day of 20 , by 0 who is • -rsonally known to me or who has produced NOT Sign: Print: APPLICATION APPROVED BY: Chc 05/13/03 As identificatio i d who did take an oath. My Commission Expires: **** **** k**************$ *# **+ k********# *****# ****** ****** ** *** * *#* #** aat Contractor The foregoing, strument aclaiowledge me this 3 . day of , 20Gg by L� ` _' /i ° who is personal kno to me or who has produced identification and who 'j take an oath. NOTARY PUBL Sign: Print: My Commissi *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *air * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning Bill To I MIAMI SHORES BAPTIST CHURCH MIAMI SHORES PRESBYTERIAN CI. 602 NE 96 ST MIAMI, FL 33138 -2742 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 11/06/2008 11/06/2008 Fee Name Revision Fee Scanning Fee Thursday, November 6, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -11 -08 -33199 Invoice Date: November 06, 2008 Permit Number: RF -7 -08 -1325 Fee Type Calculated Calculated Total Fees Due: Fee Amount $150.00 $6.00 $156.00 , Payments Date Pay Type Check Number Amount Paid Change 09/10/2008 Check 2190 $156.00 $0.00 Total Paid: $156.00 Total Due: $0.00 II RE ROOF FLAT AND TILE Passed P Inspector Comments CELO FLEX L CZ.M //be 7if f Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09 ee0® q17,...'3 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> 0 Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, September 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Miscellaneous Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments , ff__-- ) -52 5 Z& .°.,-, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST rur ru Job Address: 602 1 o96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, September 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Infraction Passed Comments TIN CAP SPACEING False Passe Inspector Comments � f�� (3 7 -i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 2, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Oil Passed Inspector Comments ',.4-L 03 C C �QU 1 1) t ( Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until 4'49 ei (v .i iw va iY :23w3 Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 2, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Infraction Passed Comments TIN CAP SPACEING True Passed Inspector Comments r.2 700 g ea Ai eA) et i e 5 OAJ S% - Failed V Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/27/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, August 26, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments c Z 7 —® Ida �0R es s " - Failed tz Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/27/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, August 26, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE 0 Passed �� Inspector Comments CREATED AS REINSPECTION NO PERMIT /PLANS AVAILABLE 5L-0 pi... �.O FOR INSP- 90183. cc 08/20/08 JR kite ®� '! Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until y.Y.r Inspection Date: 08/25/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, August 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Inspector Comments CC SLOPE ROOF Lop a AO *. C . E. . g- 2 ®- o d Passed , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 08/25/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, August 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments cc /VC ik.., /vi; 7 Al 5 1 Z g -2o -- O Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/20/2008 Inspector i Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, August 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754-9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 Inspection Date: January 15, 2009 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI lnr Job Address: 602 NE 9 6 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments January 14, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile/Flat Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 - 822 -5707 (6 • Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 101825. CREATED AS REINSPECTION FOR INSP- 101638. CREATED AS REINSPECTION FOR INSP - 101444. no workers on site 12/05/08 JR NO ENG. REPORT JR 12/09/08 NOT READY MISSING: 1. REPORT FROM ENGINEER. 2. REPORT FROM CELOFLEX APPROVING 3. CONCRETE ROOFS TO TAKE TILE JR 01/12/09 L't FT m12_. L P �r H2O Page 1 of 1 Inspection Date: January 12, 2009 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI I Job Address: 602 NE oru 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 101638. CREATED AS REINSPECTION FOR INSP - 101444. no workers on site 12/05/08 JR NO ENG. REPORT JR 12/09/08 it,) -2-) R.0°D r 6--4-1 F PVD e 12 s . 7v 74-4.e_ Friday, January 9, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: _ Work Classification Tile/Flat Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 -822 -5707 Page 1 of 1 Inspection Date: January 26, 2009 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruP Ioru Job Address: 602 NE 96 Street NE Miami Shores, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments January 23, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 -822 -5707 Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 90182. CC UPI 1 Fr 0 tat/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 26, 2009 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruP Ioru Job Address: 602 NE 96 Street NE Miami Shores, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments January 23, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 -822 -5707 Page 1 of 1 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS • „'.■-� l 4......„ 0:01611111 DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 7, 2009 PERMIT No. Mr. Adolfo Zunino, Jr. CLIENT: PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL 33166 PROPERTY ADDRESS: Roof # 4 @ 602 NE 96 Street Miami Shores, FL TILE TYPE/ATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. Test Location Field Uplift Pull Test Test Result 01-46 Field See Sketch Below > Than 35 LBS Passed 47 -50 Comer See Sketch Below > Than 35 LBS Passed 51-62 Perimeter See Sketch Below > Than 35 LBS Passed 63-68 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, ROOF SKETCH See Attached Sketches TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING aamani, P.E. TECH ENGINEERING CORP. Florida 1 Reg. No. 39584 / 3a CWest r'tereeto,1ia FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. PRESTO ROOFING CORP. SC E`X PROJECT: Roof @ boa NE 96th Sheet Miami Shores, FL DATE: of o7 -aooq 47 62 61 60 59 58 57 48 40 41 42 43 44 45 46 39 38 37 36 35 34 26 28 29 30 31 32 33 1 63 2 64 3 65 4 66 5 67 6 68 26 19 18 17 16 15 14 7 20 21 22 23 24 25 50 51 52 53 54 55 56 49 Roof # 4 N. 1 DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: NTS: X PROJECT: Roof@ 602 NE 96th Street Miami Shores, FL DATE: 01-07 -2009 fa = stn Shaded roof # 4 was tested only. N. GEOTECHNICAL ENVIRONMENTAL • HYDROGEOLOGY ASBESTOS Printed Imget Sincerely yours, W 'imw 111nw w�\ //III . `t `'!' P I= WIIIRWO' 1 ,.k., 1111016111 DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 7, 2009 PERMIT No. Mr. Adolfo Zunino, Jr. CLIENT: PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL 33166 PROPERTY ADDRESS: Roof # 2 @ 602 NE 96 Street Miami Shores, FL TILE T'YPE/ATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and rooftop traffic. Test No. Test Location Field Uplift Pull Test Test Result 01-46 Field See Sketch Below > Than 35 LBS Passed 47 -50 Comer See Sketch Below > Than 35 LBS Passed 51 -62 Perimeter See Sketch Below > Than 35 LBS Passed 53 -68 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 am, '.E. CH ENGINEERING CORP. a Reg. No. 39584 Special Inspector No. 757 ROOF SKETCH See Attached Sketches TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618. Phone (305) 828 -7499 o Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. 'CLIENT: PRESTO ROOFING CORP. SCALE: x PROJECT: Roof @ 6o2 NE 96th Street Miami Shores, FL DATE: 01-07-2009 47 62 61 60 59 58 57 48 40 41 42 43 44 45 46 39 38 37 36 35 34 26 28 29 30 31 32 33 1 6:3 2 64 3 65 26 SO 51 52 53 54 4 6 5 67 6 68 19 18 17 16 15 14 7 20 21 22 23 24 25 55 56 49 Roof # 2 N. DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: NTS: ){ PROJECT: Roof @ 6o2 NE 96th Street Miami Shores, FL DATE: 01- 07 -2oo9 vA Shaded roof # 2 was tested only. N. GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBES.OS c ' Sincerely yours, IUI _ ,, won= unnew \ \w . �/ DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 7, 2009 PERMIT No. Mr. Adolfo Zunino, Jr. CLIENT: PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL 33166 PROPERTY ADDRESS: Roof # 1 @ 602 NE 96 Street Miami Shores, FL TILE TYPE /ATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test, These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. Test Location Field Uplift Pull Test Test Result 01 -75 Field See Sketch Below > Than 35 LBS Passed 76-87 Comer See Sketch Below > Than 35 LBS Passed 88 -96 Perimeter See Sketch Below > Than 35 LBS Passed 97 -106 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 Wissam ani, P.E. DYNA ► CH ENGINEERING CORP. Flo • . Reg. No. 39584 Special Inspector No. 757 ROOF SKETCH See Attached Sketches TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 o Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: NTS: X PROJECT: Roof@ 6o2 NE 96th Street Miami Shores, FL DATE: 01 -07 -2009 Jf `;6ih t, ianu. FL Shaded roof # 1 was tested only. N. DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: X PROJECT: Roof @ 6o2 NE 96th Street Miami Shores, FL DATE: oi-07 -2 82 93 81 74 71 72 73 70 75 79 89 90 91 92 80 69 68 83 59 60 61 62 63 64 65 66 67 58 57 56 55 54 53 52 51 50 41 42 43 44 45 46 47 48 49 50 1 2 3 4 5 — 6 7 10' 8+ 9 10100 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 78 7 34 33 32 31 30 29 84 76 88 96 95 87 35 36 Roof # 40 38 37 86 94 39 N. GEOTECHNICAL ENVIRONMENTAL Hl�,'�ROGEOLOGY ASBESTOS DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 7, 2009 Mr. Adolfo Zunino, Jr. CLIENT: PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL 33166 PROPERTY ADDRESS: Roof # 3 @ 602 NE 96 Street Miami Shores, FL TILE TYPE/ATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. Test Location Field Uplift Pull Test Test Result 01-46 Field See Sketch Below > Than 35 LBS Passed 47 -50 Comer See Sketch Below > Than 35 LBS Passed 51-62 Perimeter See Sketch Below > Than 35 LBS Passed 63-68 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF THE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 Sincerely yours, Wi Naamani, P.E. ATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 ./.- Avrzw.6romiumariziw /IIINIIL�I^�� _ �'!"NIu\ \\\\ , 1 01,01 +1DI .. s. lumw.alowarAmorie' ROOF SKETCH PERMIT No. See Attached Sketches TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: x PROJECT: Roof @ 6o2 NE 96th Street Miami Shores, FL DATE: 01- 07 -20o9 47 62 61 60 59 58 57 48 40 41 42 43 44 45 39 38 37 36 35 34 46 26 28 29 30 31 32 33 1 63 2 64 3 65 4 66 5 67 6 68 26 19 18 17 16 15 14 7 20 21 22 23 24 25 50 51 52 53 54 55 56 49 1J Shaded area open to below. Roof # 3 N. DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: s. NTS: x PROJECT: Roof @ 602 NE 96th Street Miami Shores, FL DATE: 01-07 -2009 Shaded roof # 3 was tested only. N. GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, December 5, 2008 Mr. Adolfo Zunino, Jr. PRESTO ROOFING 8089 NW 67 Street Miami, FL. 33166 /-. P /IIIw& woman MIMI* IMAM DYNATECH ENGINEERING CORP. Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Dear Mr. Zunino: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on December 4, 2008 at the above reference project. The purpose of our inspection was to verify the "S" clay tile and foam placement. The scope of our inspection consisted of on site roof top inspection. Based on our site inspection, the following are our findings. The roof system consists of: - "Zion" Terracotta Spanish "S" clay roof tile set in a large foam paddy (4" x 14 "). All inspected roof components were found in compliance with the Florida Building Code or approved plans. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wissam N , • s ani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Mr. Adolfo Zunino, Jr. PRESTO ROOFING 8089 NW 67 Street Miami, FL. 33166 Dear Mr. Zunino: inASEP I■WEin IMWMINIMMAr DYNATECH ENGINEERING CORP. Miami, December 16, 2008 Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on December 4, 8, 12 and 15, 2008 at the above reference project. The purpose of our inspection was to verify the "S" clay tile and foam placement. The scope of our inspection consisted of on site roof top inspection. Based on our site inspection, the following are our findings. The roof system consists of: - "Zion" Terracotta Spanish "S" clay roof tile set in a large foam paddy (4" x 14 "). All inspected roof components were found in compliance with the Florida Building Code or approved plans. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wiss•is, Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, January 16, 2009 Mr. Adolfo Zunino, Jr. CLIENT: PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL 33166 PROPERTY ADDRESS: Roof # 3 @ 602 NE 96 Street Miami Shores, FL TILE TYPE /ATTACHMENT: Spanish "S" roof tile polyfoam set Inspected By: PB /SC Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are dependent since roof condition are continuously changing due to the exposure to the element and roof top tra Field Uplift Pull Test Test No. Test Location 01 -56 Field See Sketch Below > Than 35 LBS 57-64 Corner See Sketch Below > Than 35 LBS 65 -78 Perimeter See Sketch Below > Than 35 LBS 79-85 Ridge caps See Sketch Below > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, TIF Wissam N. ani, P.E. DYNAT H ENGINEERING CORP. Fl s • a Reg. No. 39584 Special Inspector No. 757 i�ilii ��'�`� %( / / /I7P \\ / /rrs.. .r -. X DYNATECH ENGINEERING CORP. ROOF SKETCH PERMIT No. See Attached Sketches time and sample ffic. Test Result Passed Passed Passed Passed TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 a Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. SCALE: N75: x PROJECT: Roof @ boa NE 96th Street Miami Shores, FL DATE: of -16 -2009 63 65 64 51 50 49 47 48 53 85 52 54 56 55 62 66 61 58 67 68 69 72 71 40 41 42 43 44 45 70 57 39 38 37 36 35 34 46 26 28 29 30 31 32 33 79 2 80 81 82 83 84 1 3 4 5 6 7 26 19 18 17 16 15 14 20 21 22 23 24 25 60 78 77 76 75 74 73 59 Shaded area open to below. Roof # 3 N. FA Shaded roof # 3 was tested only. N. DYNATECH ENGINEERING CORP. CLIENT: PRESTO ROOFING CORP. PROJECT: Roof@ 6oz NE 96th Street Miami Shores, FL SCALE: NTS: x DATE: 01 -16 -2009 Waterproofing Systems 2520 Oscar Johnson Drive Charleston, SC 29405 (843) 554 -6466 Fax (843) 554 -6458 FAX COVER SHEET To: C9 e Enforcement Department Att: Net Fax #: ,1 From: S4 tiago Gala Date: Ja' uary 23 2009 # of Pages, in t luding cover: 2 REMARKS: it Attached is th inspection approval notice for the Presbyterian Church in Mia Shores. If you have any questions feel free to contact me at y direct line 786- 999 -9799. 3 6 e., S 4 4--64t- Sealof lex Waterproofing San = + To Gala Technical Repre entativ SEALOFL PHONE: INSPECTION APPROVII Description: , This Sealoflex system w underlayment for sloped N.O.A. 07- 0212.05 Sys ' � I if you have any question' free to contact me at myji ystems L NOTICE Date: Januir 13, 2009 Address: 6024 96 Street, Miami Shores, FL Contractor: A Pry o Roofing II System: Seale ex WB System with Cemflex Finish for Sloped Concrete Deck Inspections: Prim Passed Base Coat Passed Membrane Passed Final Passed Inspector: Santiago Gala s installed within the manufacturer's specifications as an approved tile tructurai concrete decks. m Type F-4 concerning the inspection methods or warranty approval documentation feel irect line. K INC. 2520 OSCAR JOHNSON DRIVE, CHARLESTON, SC 29405 86) 999 -9799 • FAX: (305)262 -9027 • sgala ©sealoflex.com CREATED AS REINSPECTION FOR INSP - 101444. no workers on site 12/05/08 JR Passed Inspector Commes 4 O -- 66 ,V,;-z • Failed ,. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 09, 2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, December 8, 2008 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 1 RE ROOF FLAT AND TILE Vf' (6 1.0 Passed Inspector Comments !-I aios-crE• Failed a Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 12/04/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, December 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754-9541 Parcel Number 1132060141410 Lot: Phone: 305-822-5707 Page 2 of 2 RE ROOF FLAT AND TILE DEC 0 4 2008 Passed \ill/41 Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until ... . ......... :•••••••••••••••• 81:16° • Inspection Date: 12/04/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building De artment Comments Thursday, December 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Roof - New Phone Number (305)754-9541 Parcel Number 1132060141410 Lot: Phone: 305-822-5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 100313. CREATED AS REINSPECTION FOR INSP-99847. CREATED AS REINSPECTION FOR INSP- 99628. MUST MEET CONTRACTOR IN JOBSITE CONSULTING CO WILL PROVIDE DOCUMENTS FOR ALL WORK DONE TO DATE. AND WEEKLY INSPECTION PRIOR TO REPORTS. JR 11/10/08 ENCLOSED LETTER FOR INSULATION/SHEATING HIGH ROOF. NO WORKERS ON SITE JR 12/02/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 12/02/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHL Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, December 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE c e nn Passed *A- Inspector Comments ,0 a. Rr i J n P, p) Q 5 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/21/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ('uI I Job Address: 602 97 Su treet NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754-9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Thursday, November 20, 2008 Page 1 of 2 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTQS Miami, November 19, 2008 Mr. Adolfo Zunino A -1 PRESTO ROOFING 8089 NW 67 Street Miami, FL. 3316 Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Dear Mr. Zunino: realm DYNATECH ENGINEERING CORP. Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on November 18 & 19, 2008 at the above reference project. The purpose of our inspection was to verify the 90# hot mopping and back nailing. The scope of our inspection consisted of on -site in progress roof inspection of the hot mop and back nailing of the 90# tile underlayment. Based on our site inspection, the following are our findings. - 90# mineral surface tile underlayment set with hot asphalt and back nailed at the 4" side lap with 11/4" ring shank nails and tin cap 12" o.c. All inspected roof components were found in compliance with the Florida Building Code. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ® Fax (305) 828 -9598 GLOTECHNICAL ENVIRONMENTAL HYDROGEOLOCyY ASBESTOS Miami, November 19, 2008 Mr. Adolfo Zunino, Jr. A -1 PRESTO ROOFING CORP. 8089 NW 67` Street Miami, FL. 33166 Dear Mr. Zunino: • iiiii+= M�� IIIINNPP• ellift DYNATECH ENGINEERING CORP. Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on November 18, 2008 at the above reference project. The purpose of our inspection was to verify refastening of the 5/8" plywood sheathing and simultaneously attached 1.5 Iso -board insulation to the existing 2" x 6" tongue and groove wood roof deck. The scope of our inspection consisted of on site in progress roof inspection with the roofing contractor. Based on our site inspection, the following are our findings. The roof system consists of: - Existing 2" x 6" tongue and groove wood roof deck. - 1.5" x 4' x 8' Iso -board insulation and 5/8" x 4' x 8' plywood sheathing simultaneously attached using (45) Olympic # 14 screws per 4' x 8' plywood board set in a staggered pattern. All inspected roof components to date (see attached sketch) were found in compliance with our fastening calculation and wind load designs ASCE 7 -02. Please feel free to contact us if we may be of further service to you. Wi am Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 a Fax (305) 828 -9598 RE ROOF FLAT AND TILE ?> 6 200 Passed Inspector Comments 1ct15/' 2 /ma ccs 5 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/26/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI roru Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Wednesday, November 26, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Q. Passed Inspector Comments ///20/6 Pii0» s ��P. 12 - *IA; Lis /e /yz7 /o g l % 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 74)8-13 2 Inspection Date: 11/20/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 S treet NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Buildinct Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Wednesday, November 19, 2008 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 99628. MUST MEET CONTRACTOR IN JOBSITE CONSULTING CO WILL PROVIDE DOCUMENTS FOR ALL WORK DONE TO DATE. AND WEEKLY INSPECTION PRIOR TO REPORTS. JR 11/10/08 CC I ( t *t " ,!) /t..) e6 sue_ Z,.r�� /Z /' .LI r Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/19/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI Inru Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, November 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Block: Permit Type: Roof Inspection Type: UM In Progress tee. Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 GEOTECHNICAL ENVIRONMENTAL HyDROGEOLOGY ASBESTOS Miami, November 18, 2008 Mr. Adolfo Zunino, Jr. A -1 PRESTO ROOFING CORP. 8089 NW 67 Street Miami, FL. 33166 DYNATECH ENGINEERING CORP. Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Dear Mr. Zunino: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on November 14 and 17, 2008 at the above reference project. The purpose of our inspection was to verify refastening of the 5/8" plywood sheathing and simultaneously attached 1.5 Iso -board insulation to the existing 2" x 6" tongue and groove wood roof deck. The scope of our inspection consisted of on site in progress roof inspection with the roofing contractor. Based on our site inspection, the following are our findings. The roof system consists of: - Existing 2" x 4" tongue and groove wood roof deck. - 1.5" x 4' x 8' Iso -board insulation and 5/8" x 4' x 8' plywood sheathing simultaneously attached using (45) Olympic # 14 screws per 4' x 8' plywood board set in a staggered pattern. All inspected roof components to date (see attached sketch) were found in compliance with our fastening calculation and wind load designs ASCE 7 -02. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 i r wwinki twt� IIIMIIII ' ` 41i5l\\ \\ - -��w■1 ∎hill TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ° Fax (305) 828 -9598 Dynatech Engineering Corp. Client' Al PRESTO ROOFING Scatet N.T.S. ProJecti MIAMI SHORES PRESBYTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL. Dater 11-13-200 4:12 ROOF SLOPE 6:12 ROOF SLOPE ROOF CUTS Inspection Date: 11/17/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Buildin . Department Comments RE ROOF FLAT AND TILE Passed Failed Correction Needed Re- Inspection Fee ($7511 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspector Comments HOT MOP IN PROGRESS Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 ov 18 Z00% /Ulf f) . /e T O A) S Friday, November 14, 2008 Page 2 of 2 RE ROOF FLAT AND TILE A ,® 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 99847. CREATED AS REINSPECTION FOR INSP- 99628. MUST MEET CONTRACTOR IN JOBSITE CONSULTING CO WILL PROVIDE DOCUMENTS FOR ALL WORK DONE TO DATE. AND WEEKLY INSPECTION PRIOR TO REPORTS. Failed f r i n JR 11/10/08 cc ENCLOSED LETTER FOR INSULATION /SHEATING HIGH ROOF. 4/p ,,2 %2 S 0.ti cS Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until t Inspection Date: 12/01/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST r' ror+u Job Address: 60 2 rat NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Wednesday, November 26, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments Sv r ��; '/» j‘ G��s ) 4 fTri Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until lb k t t ber Inspection Date: 10/21/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHL Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, October 20, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)715 -2204 Fax: (305)756 -8972 ret 41 1 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments . & ,z4).5--,0,_w-1„,5 f Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/25/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST r► Ior Job Address: 602 96 Stu reet NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, November 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed jli4/ I Inspector Comments MUST MEET CONTRACTOR GO/0 S)(Y N'C7 GONG I ,. P`Riiofz_ IN JOBSITE � 1( PeOME _ Failed ` `Fa 2AeU 1A9DZk -- . 16 t -1--- P k17 T- R (49 ) R APE is S . Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until 4 Inspection Date: 11/10/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Project: Miami Shores Village, FL <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, November 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE 0 10 Infractio Passed Comments TIN CAP SPACEING True Passed Inspector Comments passed slope west sealoflex 00-1-- G, i M e>r co concrete unable to find permit classfication for Failed a r 14 47 Correction Needed ` /6 0 y' W y e3 m r o Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/07/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, November 6, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed ., Inspector Comments q...- (' - Lv pE ' - a.A.) a /ca ." , Failed Correction Needed Re- Inspection Fee . ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/16/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, September 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: MOW Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments — SLOPE- R-9 �S 7-- idC t? . i Failed Correction Needed - Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ....................... ........w.wF�R.. n Inspection Date: 09/16/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, September 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block:. Permit Type: Roof Inspection Type: Vinglap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments sand flex/ 2nd coat SC-DO SC-DO a SO 0 c; r \V P 8ft. ,re.._s 40 ) COAT tt) #Prr S Lo Pia t `3T Sal .° -1E34. . .b- " -- ! i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 11 Inspection Date: 09/26/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHU Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, September 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Miscellaneous Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments . ! 4 , ,c,:p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until t, Inspection Date: 09/16/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI. Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Monday, September 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed JAtie Inspector Comments J/41 < c C)�� t ,v�1 r S iiti ,,°: ; ; 7q8 '. ` - .) ►: _______- _ _____m A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/11/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHISEp Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Wednesday, September 10, 2008 52 I I; Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2of2 RE ROOF FLAT AND TILE Infractlo Passed Comments TIN CAP SPACEING False "d Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 93501. NO WORKERS ON JOB SITE J R 08/27/08 Failed . /4„,,s s kew"... h," 4 Correction Needed f 2 v j rz Re- Inspection Fee t ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 09/02/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST r►uI ror Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, August 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c EP 0 2 2000 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Infraction Passed Comments TIN CAP SPACEING True Passed Inspector Comments ia... A-0_. U ii 6 c. & -k) ®J Peet(' 57 ,., . . . ,pc-__ ' . ,._ ! . , , y . ,s _ -, e , . ` y m -------- °°.. r. � - 0/ � gE El Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/11/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Wednesday, September 10, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SFp 1 5 2000 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE b ( 96(11 a a/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 93503. NO WORKERS ON JOB SITE. JR 08/27/08 P LA- o A 3 o "f" ‘''' te,,, Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. A. Inspection Date: 09/02/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST SEP 0 2 20 tuI Ior'u Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Friday, August 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments 5rE Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/17/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI Inru Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor. PRESTO ROOFING CORPORATION Buiidina Deuartment Comments Tuesday, September 16, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments it c5vi v,`6'ee o s% ,t22 L ) c ) 7-6 -. Failed .14 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 4 Inspection Date: 09/17/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST rug I L& Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor. PRESTO ROOFING CORPORATION Buildinsi Department Comments Tuesday, September 16, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r Inspection Numl NS P-95186 Permit Number RF -7 -08 -1325 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments NO 5O, aikale dAl rtre "O® () '''l T�� 1 Failed FM Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspe 1 Inspection Date: 09/17/2008 Inspector. Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST 1602 I Inru Job Address: 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 16, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754-9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments CELO FLEX S --0 OA- b G r IA) WI &--A l0 LD is_. El Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/23/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST r•uI Unr• Job Address: 602 96 S treet NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 23, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Miscellaneous Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments /90 ..'.,4 Failed ` Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST t UI Ioru Job Address: 602 96 Street NE Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Thursday, September 18, 2008 Page 2 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments Failed -: jit Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST rut Ioi►u Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, September 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments 0 cc.A0tecidcs 0.t/ c_c)7 / 1)4° 4 ° o� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number iNSP -95190 Permit Number RF-7-08-1325 Inspection Date: 09/17/2008 Inspector. Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST ruI ru Job Address: 602 96 rn Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 16, 2008 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RE ROOF FLAT AND TILE Passed Inspector Comments STEEL LOW FLEX kb S Wil 40 , 'x/ J (c ' ioc 2.4-jjza°` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/17/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PRESTO ROOFING CORPORATION Building Department Comments Tuesday, September 16, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Miscellaneous Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 PERMIT # : OU OS5 1, X tejtcl.20.fa ❑ Contractor ❑ Owner ❑ Architect Miami Shores Village Building Department Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brou Shores Village Building Department o continue permitti Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 10 l 410 C 6 ' PERMIT CLEARK INITIAL: 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT DATE: Bill To I MIAMI SHORES BAPTIST CHURCH MIAMI SHORES PRESBYTERIAN CI 602 NE 96 ST MIAMI, FL 33138 -2742 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 09/08/2008 09/08/2008 Fee Name Revision Fee Scanning Fee Monday, September 8, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -9 -08 -32812 Invoice Date: September 08, 2008 Permit Number: RF -7 -08 -1325 MIAMI Fee Type Calculated Calculated .r_ ` Total Fees Due: $38.00 eta, t Fee Amount $35.00 $3.00 Et VttiLKit. RE ROOF FLAT AND TILE P - id OCT 2 3 2008 Passed Inspector Comments /;e ", C,P�/ /�e)- l,.� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ak Inspection Date: 10/23/2008 Inspector: Rodriguez, Jorge Owner: CHURCH, MIAMI SHORES BAPTIST CHI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Thursday, October 23, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 822 -5707 Page 1 of 2 RECEIPT PERMIT #; - O 5 _ 1325 DATE: 1� / t�- 1 /05 '206 ce. To k J l e:NTIT >LS 0 Ii ontractor ❑ Owner ❑ Architect Address: Picker un 2 sets of nla : and (other) From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin ! - . artment to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: 12 RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Miami Shores Village Building Department BUILDING CRITIQUE MEET Perniit • :*Jobistairte • -1 10050 li.E2nd Avenue Miami Shores, Florida 33138 Tel:"(305) 795.2204 Fax: (305) 756.8972 4.0 -01 " ( tit 2 // , ,4 / ot- 4 ." k.a., 7 eet its /6 . . - *.! Miami Shores Village Building Department • BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(3O5) 7952204 Fax: (305) 756.8972 Perniit No: • -.Job-Diaxile Roof System Fire Directory Listing Page 2. From Product Approval: f Front Page Specific System Description Specific System Limitations 3 General Limitations c Applicable Detail Drawings A,B,C 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or R 128 4. Other Component of Product Approval Lii 5. A,B,D Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Roof System Required Sections of the Permit Application Form Attachments Required See List Beiovs • Low Slope Application A,B,C 1,2,3,4,5,6,7 • •• Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 • Asphaltic Shingles A,B,D 1,2,4,5,6,7 •••• • Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 `;. • Metal Roofs A,B,D 1,2,3,4,5,6,7 • Wood Shingles and Shakes A,B,D '•• 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1 SECTION 1525 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. FLORIDA BUILDING CODE — BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: i ROOF ASSEMBLIES AND ROO P t1JCbUrSto0S • TEOM2SVM BY: • • •• • • • • •• • 15.31 • ••. • • • • ••• •• • • • • • . • • • • • • ••• •. ••• • ••• • .ROOF ASSEMBUESIAND ROOFTOP STRUCTURES Master Permit No. Process No. Contractor's Name - e67 O Oo7 /A16 Job Address 6O N ❑ Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes • • • • • • • •• • •••• • • • • • • • • • • ❑ New Roof t4eroofing ❑ Recovering ❑ Repair ❑ Mai 2tepance •••• • • • • • •••• •••• • • •••• • • • • • •• •• •• • • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Tolal•(pil • '. 4 0',o •••• • • • • •• • • •• • • • • /6X00 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drain." • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 FLORIDA BUILDING CODE — BUILDING y s1o1fr 11 14 STAIR (2- STORY) FELLOWSHIP HALL (2- STORY) MECHANICAL • (2- STORY) lp II 1M i Ds MECHANICAL AREA P.'41 (GROUND) 44" : Ai 14 71 fi r 4 426 KITCHEN (1- STORY) . (fie( At C... ` - Ds rep. 8 • • • CORRIDOR (2- STORY) ••• • DS Ds OPEN • MEMORIAL TONER • D5 DS • • 17 '1 (1- CLASSROC (2 STOP.` Roof System Manufacturer: I Notice of Acceptance Number: 07. £)521 cz Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 oof Slope: : 12 Ridge Ventilation? Mean Roof Height: cQQ Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: n f1Q Type Underlayment: Insulation: Fire Barrier: (.4 Q. ip.t 1So, 1 7ieoA f rOco 6 Ve44 , i Al6r-- J j. °ifJfis6_ R ? i 3s °etyma& e a.v Wire_ 7 - 4 & ceavi • • • • • • • • • •. • 1. r, r�� 1 ti` 1 -/lukrifyip Fastener Type & Spacing: \ Adhesive Type: Type Cap Sheet: Roof Covering: t° ei 4 -7- :14 Type & Size Drip �;en d Edge: \ r 4 • . .. • • •••• • • • • • • •••• • .• •• • • •••• • • • • • • • • • • • • • • 6 E ,L aft/ FLORIDA BUILDING CODE — BUILDING • •. • • • • .• . .•• . • • ocDpik GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Date Client Project Address Project Info: H = 25' L = 127' W= 65' DYNATECH ENGINEERING CORP. ; October 10, 2008 : A -1 PRESTO ROOFING : Presbyterian Church @ 602 NE 96 Street, Miami, FL. RAISIN MINIM ASCE 7 -02 DESIGN PRESSURE CALCULATIONS Exposure: C Category : II Slope : 6:12 SLOPPED ROOF For hip roofs with A < 25 °; zone 3 shall be treated as zone 2. Width of Pressure Coefficient: 0.1 (65') =6.5' 0.4 (25') =10'} use 6' -6" Approximate Tributary Roof Area: <10 Sq. Ft. Basic Windspeed V= 146 MHP Importance Factor I= 1.00 K 0.94 Kd= 1.0 K Design Calculations: Velocity Pressure: q = 0.00256 (0.94) (1) (1) (146) (1.0) = 51.3 PSF For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7 -02) TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone (305) 828 -7499 ° Fax (305) 828 -9598 OCT i 4 � JJ za Page No. 2 602 NE 96 Street, Miami, FL. External Pressure Coefficient: Internal Pressure Coefficient: ± 0.18 Design Pressures: 1) Field 2) Perimeter . 3) Corners . Attachment Requirements: Base Sheet: Field: Perimeter: Corners: 1) GCP1 _ -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 P1= 51.3 ( -0.9 ± 0.18) = -55 PSF P2= 51.3 ( -1.7 ± 0.18) = -96 PSF P3= 51.3 ( -2.6 ± 0.18) = -143 PSF 6" o.c. @ laps and 3 staggered rows 6" o.c. 6" o.c. @ taps and 4 staggered rows 6" o.c. 6" o.c. @ laps and 5 staggered rows 6" o.c. Page No. 3 602 NE 96 Street, Miami, FL. A) Tile Attachment Requirement: B- Tile attachments: Based on product control No. 07- 0629.02 page 3 and 4 of 4 Tile System: (Moment Based Systems) Terracotta clay Spanish "S" Aerodynamic Multiplier = 0.27 Direct Deck Application (DDA) Restoring moment due to gravity: Mg =5.55 Sq. Ft. Lb. (DDA) Attachment resistance expressed as a moment: Mf=82.54 Ft. - Lb. large paddy placement of adhesive. 1) Field: Mr1 = ( -55 x 0.27) -5.55 = 9.3 < 82.5 Ft. Lb. = O.K. 2) Perimeter: Mr2 = ( -96 x 0.27) -5.55 = 20.37 < 82.5 Ft. Lb. = O.K. 3) Corners: Mr3 = ( -143 x 0.27) -5.55 = 33.06 < 82.5 Ft. Lb. = O.K. System is acceptable as approved with large paddy placement of adhesive with -82.5. Page No. 4 602 NE 96 Street, Miami, FL. Notes: Corners, extended corners and perimeter area dimension shall not be less than a= 3' -0 ". All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. • Wind load calculations are based on ASCE 7 -02 and information provided by client. • Roof uplift capacity shall be verified in compliance with Florida Building Code Protocol TAS -124. (when applicable). • All work shall be conducted under the supervision of our field engineer or City Inspector to verify compliance with specifications. In the event of exposed ceilings; the engineer must be notified to verify applicability of fastening pattern and penetration. Sincerely yours, Wissalaamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sk MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hunter Panels, LLC 15 Franklin Street Portland, Maine 04101 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami :Daccecounty' and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or mattfial thsted fpf'c'ality assurance purposes. If this product or material fails to perform in the accepted manner, the'httcftffacturer wI 1 incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the rsuch prolgit or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if itis Ntarminedb jCCO 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 I gh velocity Hurrica e ne . .... Zone of the Floridajiniking Code. �- • • DESCRIPTIO ': H- Shield Insulation.,. g ::::: 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 4. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 04- 1018.01 Expiration Date: 01/14/10 Approval Date: 01/14/05 Page 1 of 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE Category: Roofing Sub - Category : Insulation Type: Sub -Type: TYPICAL PHYSICAL PROPERTIES: Tradename: Thickness: Board Size(s) Core: Facers: Decks: Special Application: Tradename: Thickness: Board Size(s) Core: Facers: Decks: Special Application: Insulation Polyisocyanurate, Perlite and Fiberglass Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Water Absorption ASTM C 209 Moisture Vapor Transmission ASTM E 96 Service Temperature Surface Burning Characteristics ASTM E 84 (4" Foam Core Max.) Typical Results 2.0 lbsfft 20 psi 24 PSI • • Less tharl,1 % by volume Less thafii a (2) perrrr • • • -100° F.i.250NF Max' •••� Flamespreed:• • • • 50' Smoke Deyelepect Note: The physical properties listed above are presented as typical average valprit deterduued: by accepted ASTM test methods and are subject to normal manufacturiygAarjation. • Numerical ratings as determined by ASTM Test Method E 84 are not infendet to reflect• • hazards presented by this or any other material under actual fire conditions.. . •••••• • •• • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: I ' . • d Tapered H- Shield 0.5" - 4.0" (12.5 -102 mm) 4'x4'(1.2x 1.2 m) and 4' x 8' (1.2 x 2.4 m) Polyisocyanurate foam Fiber reinforced facers Concrete, Cementitious Wood Fiber, Steel, �Vood,ightweight Concrete, Gypsum Tapered : flat boards. ultilayer systems to a maximum thickness of 12 inches. See specific Roo Assembly NOA, and RAS 117 for specific system approvals. H- Shield -P and Tapered H- Shield -P 1.5" - 4.0" (38 -102 mm) 4'x4'(1.2x 1.2 m) and 4' x 8' (1.2 x 2.4 m) Polyisocyanurate foam Perlite 0.5 in (12 mm) or 0.75 in (18mm), on one side and fiber reinforced felt on other side. Concrete, Cementitious Wood Fiber, Steel, Wood, Gypsum Tapered or flat boards. Multilayer systems to a maximum thickness of 12 inches. See specific Roof Assembly NOA, and RAS 117 for specific system approvals. NOA No.: 04- 1018.01 Expiration Date: 01/14/10 Approval Date: 01/14/05 Page 2 of 4 • r Tradename: Thickness: Board Size(s) Core: Facers: Decks: Special Application: Tradename: Thickness: Board Size(s) Core: Facers: Decks: Special Application: Tradename: Special Application: H- Shield -NB and Cool -Vent COMMENTS AND LIMITATIONS: H- Shield -CG and Tapered -CG 1.0" - 4" (25 -102 mm) 4' x4'(1.2x 1.2 m) and 4' x 8' (1.2 x 2.4 m) Polyisocyanurate foam Coated Glass Facer Concrete, Cementitious Wood Fiber, Steel, Wood, Lightweight Concrete, Gypsum Multilayer systems to a maximum thickness of 12 inches. See specific Roof Assembly NOA, and RAS 117 for specific system approvals. H- Shield -WF and Tapered H- Shield -WF 1.5 "- 4.0 "(38 -102 mm) 4'x4'(1.2x 1.2m)and4'x8'(1.2x2.4m) Polyisocyanurate foam 0.5" Wood fiberboard on one side and fiber reinforced facer on Concrete, Cementitious Wood Fiber, Steel, Wood, Lightweight Gypsum Multilayer systems to a maximum thickness of 12 inches. See. Assembly NOA, and RAS 117 for specific system approvals. not be used in any hot asphalt application the other side Concrete,, • specific Rood• • • WIC-loam III ?t l • • •••• •••• • • •••• • •••• Polyisocyanurate insulation laminated to plywood. Nail base•ierletion anyl• •: • • Vented -R shall have APA rated plywood topside in compliance with the pro'tsioa of Chapter 23 of the FBC. • • • • • • • • • • • • • •••* • • •••• •• • • • •• • 1. Roof assemblies are approved under specific roof cover's Product Control Notice of Acceptance. 2. Hunter Panels, LLC. products may be used with any approved roof covering listing a specific Hunter Panels product as a component part of a roof assembly Notice of Acceptance. If a Hunter Panels product is not listed, a request may be made to the authority having jurisdiction or the Miami Dade Building Code Compliance Office for approval provided that appropriate documentation is provided. 3. Fire classification is not a part of this Notice of Acceptance NOA No.: 04- 1018.01 Expiration Date: 01/14/10 Approval Date: 01/14/05 Page 3 of 4 EVIDENCE SUBMITTED: Test Agency/Identifier Exterior Research & Design, L.L.C. Factory Mutual Approvals Factory Mutual Approvals Factory Mutual Approvals Factory Mutual Approvals Underwriters Laboratories Underwriters Laboratories Name Physical Properties Class 4450 ASTM -E84 ASTM -D1929 Fire Classification Fire Classification Fire Classification END OF THIS ACCEPTANCE Report it 03190.05.04 -1 5/24/2004 3009425 6/13/2003 3019743 6/15/2004 3018331 8/30/2004 3021560 8/31/2004 3016355 9/15/2004 R 18846 4/1510W:. • • • R 18846 • • • • • 4/1 • • • • • •• •• • • • • • • • • • • •• • • •••• • • •••• • • • •• • • •••• • • •••• •• • • • • NOA No.: 04- 1018.01 Expiration Date: 01/14/10 Approval Date: 01/14/05 Page 4 of 4 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadral Drive Wadsworth, 011 44281 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 mamifacturer 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 tight to revoke this acceptance, if it is determined by BCCO that this product or material fans 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: Soprema Modified Bitumen 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 NOA renews and revises NOA # 01- 0116.01 and consists ofpages 1 through 47. The submitted documentation was reviewed by Jotge L. tbo. NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 1 of 47 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Fire Classification: Sopra ESHAvent Sopraglass 40 Sopraglass 100 Soprabase 39" x 49' (1.5 sq.) 39" x 82' (2.5 sq) 39" x 66' (2 sq.) 39" x 99' (3 sq.) Sopra IV or VI 36" x 180' (5 sq.) Roofing Modified Bitumen SBS Wood -60 psf See General T ,imitation TRADE NAMES OF PRODUCTS MANUFAC TABLE Test Product Dimensions Specification Sopra -G 39" x 108' (3.5 ASTM D 4601 sq.) Modified Sopra -G 39" x 108' (3.5 ASTM D 4601 sq.) Sopraglass M 39" x 66' (2 sq.) ASTM D 5147 Sopraglass M GR 39" x 33' (1 sq.) ASTM D5147 ASTM D 1970 ASTM D 4601 Type I ASTM D 4601 ASTM D 6164 ASTM D 2178 Type IV or VI #1 TURED OR LABELED BY APPLICANT: 1 Product Description Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified bitumen base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen base sheet with a mineral granular top surface. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with self - adhering round areas on back side and a sanded top side. • Fiberglass reinforced oxidized asphalt base sheet for bonding, mechanically attaching or ribbon stripping to substrate. Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smooth surfaced plysheet. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 2 of 47 Product Colvent TG Colvent SA Colvent 180 TG Colvent 180 SA Colvent 180 TG GR Colvent 180 SA GR Sopra G-Vent Elastophene Sanded Elastophene Sanded 3.0 Elastophene HD Elastophene HS FR Elastophene Sanded FR Fiaetophene HR Dimensions 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39 "x43' (1 sq.) 39" x 43' (1 sq.) 39" x 43' (1 sq.) 39" x 43' (1 sq.) 39" x 99' (3 sq.) 39" x 49' (11/2 sq.) 39" x 33' (lsq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (11/2 sq.) 39 "x49' (PA sq.) Test Specification ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D6164 ASTM D 6164 ASTM D6164 ASTM D 4601 Type II ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6162 ASTM D 6163 ASTM D 6163 Product Description Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. • Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side and a mineral gronniar top surface. Fiberglass reinforced, modified bitumen membrane with perforated holes. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 06 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 3 of 47 Product Elastophene HR FR Elastophene HP Elastophene PS Elastophene SP 2.2-mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flam 2.2 Elastophene Flam HS FR Elastophene Flam HP Elastophene 180 Sanded Elastophene 180 PS Test Dimensions Specification 39" x 49' (1% sq.) ASTM D 6163 39" x 66' (2 sq.) ASTM D 5147 39" x 49' (Ph sq.) ASTM D 6163 39" x 49' (1 /z sq.) ASTM D 6163 39 "x49'(1 sq.) ASTMD6163 39" x 33' (1 sq.) ASTM D 6163 39" x 49' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) ASTM D6162 39" x 66' (2 sq.) 39" x 49' (1%s sq.) ASTM D 5147 ASTM D 6164 39" x 48' (PA sq.) ASTM D 6164 Product Description Fiberglass scrim reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied h heat welding or ribbon stripping (after removal of plastic bum-off film). Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn -off film. Applied by heat welding. Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic bum -off film. Applied by heat welding. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and plastic bum -off film on both sides. Applied by heat welding. . Fiberglass/non -woven polyester reinforced modified bitumen membrane with plastic burn - off film on both sides. Applied by heat welding. Non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn -off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 06-0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 4 of 47 Product Elastophene GR Elastophene FR GRorFR +GR Elastophene HR FR GR FiRstophene HS FR GR Elastophene HP FR GR Elastophene Flam GR Elastophene Flam FR GR or FR+ GR Elastophene Flam HRFRGR Elastophene Flam HSFRGR Elastophene Flam HPFRGR Dimensions 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) Test Specification ASTM D 6163 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) ASTM D 6162 ASTM D5147 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6162 ASTM D 5147 a 39" x 33' (1 sq.) u Descripti on Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non -woven polyester reinforced modified bitumen membrane with fire retarrlRnts, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants, a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding. Fiberglass reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding. Fiberglass scrim reinforced modified bitumen membrane with fire retardants, a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film) Woven fiberglass composite reinforced modified bitumen membrane with fire retardants, a plastic bum -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after l erooval of plastic burn-off film) Fiberglass/non -woven polyester reinforced modified bitumen membrane with fire retardants, plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or nbbon stripping (after removal of plastic bum-off film). NOA No.: 06- 0111.01 Expiration Date 03/01/11 Approval Date: 02/23/06 Page 5 of 47 Product Sopralene 180, 250 or 350 Sopralene 180 SP 3.5 mm Soprafix [S], [H], LFJ and Cx7 Soprafix Soprafix-e Soprafix (X) Sopralene Flam 180 or 250 Sopralene 180, 250 or 350 GR or FR GR Sopralene Flam 180, 250 or 350 GR Dimensions 39" x 33' (1 sq.) 39" x 26' (3/4 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39 "x33'(1 sq.) Test Specification ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 ASTM D 6164 ASTMD6164 • ASTM D 6164 ASTMD6164 Product Description Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum -off film) Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic burn. -off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self - adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment Lap self - adhered or sealed with approved cold adhesive. Non woven polyester reinforced modified bitumen membrane with plastic burn -off film or sanded on the top and bottom surfaces and a 6- inch wide side lap. Applied by heat welding. Non -woven polyester reinforced SBS modified bitumen membrane, both sides covered with a plastic burn -off film, used as a base/ply. Applied by heat welding orribbon stripping (after removal of plastic burn -off film) Non -woven polyester reinforced modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic bum -off film) Non-woven polyester reinforced modified bitumen membrane with a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or nbbon stripping (after removal of plastic burn- offfilm). NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 6 of 47 Sopralene Flam 39" x 33' (1 sq.) 180, 250 or 350 FR GRorFR +GR Sopralene Flam 18027 mm Sopralast UNILAY Product Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene 1000 or 1500 Colphene FR GR Colphene HR FR GR Lastobond S or P Lastobond Shield Lastobond Shield HT Lastobond Shield - R Lastobond Shield - HT RW Sopratape 606 Sopramastic 200 Dimensions 39" x 33' (1 sq) various 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 132' (4 sq.) 39" x 66' (2.1 sq.) 39 "x33'(1 sq.) 39 "x33'(1 sq.) 39" x 49' (1'/ sq.) various various various various 5" wide 17 oz. pouch or 10.4 oz cartridge Test Specification ASTM D 6164 ASTM D6164 ASTM D 6298 ASTM D 6164 ASTM D 6164 ASTM D6164 ASTM D 6163 ASTM D 1970 ASTM D 6163 ASTM D 6163 ASTM D 1970 ASTM D 1970 ASTM D 1970 . ASTM D 1970 ASTM D 1970 Product Description Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum -off film) Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic bum -off film) Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Self adhered, film surfaced, glass mat /glass grid reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Self adhered, non - reinforced membranes used as a vapor retarder. Self adhered, granule surfaced, fiberglass reinforced membranes. Self adhered, granule suufaced, fiberglass scrim reinforced membranes. Self - adhered underlayment membrane. Self - adhering underlayment membrane. Self - adhering underlayment membrane. Self - adhering underlayment membrane. Self - adhering underlayment membrane. Bituminous tape for sealing of side and head laps. Caulking compound. NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 7 of 47 Product Elastocol 500 and 600c Sopracolle ALSAN FlashingTm SBS Mastic SBS Elastic Cement Soprawalk High Velocity® Insulation Adhesive E (HVIA -11) High Velocity® Insulation Adhesive III (HVIA -III) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive Sopraboard Dimensions 1.25 gallon pail or 3.75 gallon pail 10.4 oz tube 5 gallon pail 39" x 26' (3/4 sq) 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various Test Specification ASTIVI D 41 Proprietary Proprietary Proprietary Pwplietary Proprietary Asphalt primers. Product Description Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen resin, moisture cure compound. Plastizied rubber/bitumen mastic compound Elastomeric bitumen based mastic compound Non polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. One part eastomeric urethane foam adhesive. Proprietary Two part eastomerc urethane foam adhesive. Plastomeric bitumen based cold adhesive. Plastomeric bitumen based cold adhesive. Elastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Polyurethane bitumen adhesive. Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. NOA No.: 06 -011 1.01 Explration Date: 03/01/11 Approval Date: 02/23/06 Page 8 of 47 APPROVED INSULATIONS: Perlite Insulation ENRGY -3 ENRGY-3 Plus Multi-Max FA Thermaroof Composite UltraMax Product Name Apache Pyrox, Apache White Line, Apache Pyrox PSI -25, Apache White Line PSI -25 Apache Millox, Apache Millox -P ACFoam 11 ACFoam III ACFoani Composite FlintBoard ISO, FlintBoard ISO Cold FlintBoard ISO Plus Hytherm AP • Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard H Shield H- Shield CG H- Shield -P, H- Shield -WF FOGY -2 ENRGY -2 Plus, Composite, Fascia Foam Multi-Max FA -3 T hennaroof Composite -3 SECUROCIC® TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Apache Products Company Apache Products Company Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic G -P Gypsum Corp. Hunter Panels, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Johns Manville Johns Manville johns Manville Johns Manville RMax RMax RMax RMax RMax US Gypsum NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 9 of 47 APPROVED FASTENERS: Product Name Tri Fix Fastening System #12, #14 & #15 Soprema Fasteners Soprafix [X] -EL #15 Soprafix Plates Soprema Plates Sopradisc Soprema Isofast IF /lb 1 ' Soprafix/Soprafast UNILAY Plate #12, #14 & #15 Dekfast Fastener Omega Fastener Dekfast Hex Plate Dekfast Loc ock Plate Twin Loc -Nails FM -30, FM-45, FM -60, FM -90 Fasteners #12, #14 & #15 Roofgrip Fasteners TABLE 3 Product Description Fastening system for base sheet attachemen to lightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ-55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ-50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for TJnilay membrane seeurement. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Insulation fastener for wood, steel and concrete. • Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 23/4" diameter 3" diameter 2 -3/8" diameter 2 "x3 %" 3" x 3 ' /a" Manufacturer (With Current NOA) SopremR, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. ES Products, Inc. ES Products, Inc. ITW Buildex Corp. NOA No.: 06 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 10 of 47 APPROVED FASTENERS: Product Name AccuTrac Hextra Fasteners Polymer Gyptec Polymer Gyptec Metal Plate Accutrac Plate Metal Plate Gearlok Plastic Plate Olympic CR Base Ply Fasteners NTB Magnum NTB Plate Lite -Deck Lite -Deck Plate Olympic Fastener #12, #14 & #15 Olympic CD -10 Olympic Fluted Nail Olympic Standard Olympic Plastic Powerlite Powerlite Base -Lok Fasteners Turbo Tube -Lok Fasteners SFS Base-Lok Fasteners Product Description Insulation fastener for wood, steel and concrete. Glass reinforced Nylon insulation fastener for gypsum & CWF decks. Galvalume stress plate Galvalume square stress plate Galvalume stress plate. Polyolefxn round stress plate Base ply fastening assembly Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate 3" round Insulation fastener for CWF and Gypsum decks. Galvalume stress plate 3" round Insulation fastener. Insulation fastener. Insulation fastener. Galvahune AZ50 steel plate Polypropylene stress plate Insulation fastener. TABLE 3 Galvalume stress plate. Base sheet fastener for lighweight concrete, cwf and gypsum decks Base sheet fastener for lighweight concrete, cwf and gypsum decks Base sheet fastener for lighweight concrete, cwf and gypsum decks Manufacturer Dimensions (With. Current NOA) ITW Buildex Corp. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" round ITW Buildex Corp. OMG, Inc. 3" round 3.25" round OMG, Ind. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Powers Fasteners, Inc. 3" round Powers Fasteners, Inc. 1.75" long Simplex Nails with 3" dia. head 1.75" long Simplex Nails with 2" dia. head 1.75" long SFS Intec, Inc. with 3" dia. head NOA No.: 06 0111.01 Expiration Date: 03 /01 /11 Approval Date: 02/23/06 Page 11 of 47 APPROVED FASTENERS: Product Name Insul -Fixx Fastener Isofast Fasteners Extra Load Fasteners #15 Insul -Fixx S Plate Insul-Fixx P Plate Isofast Plate ES -I Fastening Systems #I2, #14 & #15 Dekfast Fastener Omega Fastener Dekfast Hex Plate DekFlat Lock Plate Tru-Fast TL Fastener Tru -Fast Fastener Tru-Fast KID or EHD Tru-Fast MP -3 Tru-Fast Metal Mu -Fast Plastic ES Products Batten Bar - TL #12 Hextra Polymer Batten Strip MAXLoad Olympic Heavy Duty Olympic ASAP 3P Olympic ASAP 3S TABLE 3 Product Description Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attaclunent to steel or concrete decks. Galvalume AZ50 steel plate Polyethylene stress plate Square or oblong galvalume steel plates for use with Isofast fasteners Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lighweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Batten bar Manufacturer Dimensions (With Current NOA) SFS Intec, Inc: 3" round 3" round 3" round 27/8 "x3 %" 3 "x3 %" 3" round 3" round 3" round Insulation fastener Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and 3" round plastic plate Pre - assembled insulation fastener and 3" round steel plate OMG, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Inter, Inc. SFS Intec SFS Intec SFS Intec SFS Intec The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. ES Products, Inc. ITW Buildex Corp, ITW Buildex Corp. ITW Buildex Corp. OMG, Inc. OMG, Inc. NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 12 of 47 APPROVED FASTENERS: Product Name Isofast IF2 Isofast IF/IG Isofast IFC/IW #15 Dekfast HS Galvalume Steel 3" Round Insulation Plate K-Fast Fastener Dekfast Steel Batten Bar Dekfast Coiled Batten Strip Soprafix #14 PAS -2" SB Stress Plate Soprema 3" Insulation Plate Soprafix 2" — SB Stress Plate Soprafix 2 -3/8" — SB Stress Plate Soprafix (X) 2 -3/4" Stress Plate Soprafix MBB-R Soprema #12, #14, #15 Fastener Soprema PAS #12 -3" Insulation Plate Soprafix #21-K Fastener Tru-Fast DP Tru-Fast SHD Tru-Fast MPH -3 • Tru-Fast M1 Tru-Fast MPB -2000 Tru-Fast MPB 2400 Tru-Fast BB -18 Batten Bar Tru-Fast BB -18 -R Batten Bar Tru -Fast Twin -Loc Batten Bar Product Description Insulation fastener Galvalume AZ50 steel plate Gaivalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate TABLE 3 Insulation Fastener Galvalume AZ50 steel Batten bar Pre - assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre- assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Gaivalume AZ55 steel batten bar Galvalume AZ55 steel batten bar with recessed holes Batten bar Dimensions 82 x 40 mm 70 x70 mm 3" round 2 -3/8" diameter 2 -3/4" diameter 3" round Manufacturer (With Current NOA) SFS Intec SFS Intec SFS Intec SFS Intec SFS Inter SFS Inter SFS Intec SFS Intec 2" diameter Soprema, Inc. 3" diameter Soprema, Inc. 2" diameter Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. 3" diameter Soprema, Inc. Soprema, Inc. The TruFast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. NOA No.: 06 -0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 13 of 47 EVIDENCE SUBNIITi'E.D: Test Agency/Identifier . Dynatech Engineering Corp. Exterior Research & Design, LLC. Factory Mutual Research Corporation IRT of S. Florida ITS / Warnock Hersey Underwriters Laboratories, Inc. Name 10.94.27 2491 -04.95 2003.02.97 -1 2003 - 104.97 -1 2002.07.97 -1 2738 - 10.00 -1 2757.02.05 2778.07.05 J,L 1Z3A6.AM J.I.1 W8A1.AM J.I.2DOAO.AM FM Approval Guide 990028 UL Roofing Materials and Systems Directory Report Date Wind Uplift 10.27.94 Wind Uplift 01.04.95 Wind Uplift 02.15.97 Wind Uplift Wind Uplift Wind Uplift Physical Properties Wind Uplift Wind Uplift Classification Wind Uplift Classification Wind Uplift Classification Uplift Classifications Wind Uplift ASTM D 5147 Physical Property Testing Fite No. R11436 Fire Classification 04.15.97 08.15.97 10/20/2000 02/03/05 07/15/05 04.27.95 07.15.93 08.15.97 Published Annually 9/30/99 05.27.93 Published Annually NOA No.: 06- 0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 14 of 47 Deck Type 1: Deck Description: System Type 0(1): Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Wood 19 /32" or greater plywood or wood plank System applied as tile underlayment All General and System Limitations apply. One ply of Sopra -G, Modified Sopra -G, Sopraglass 100 applied parallel to the slope of the roof. Base sheet shall be mechanically fastened with approved annular ring shank roofing nails and corrosion resistant tin -caps spaced 6" o.c. at the 2" side laps with two additional rows spaced 12' o.c. in the center of the sheet. None. Elastophene Flam, Elastophene SP, Elastophene Flam Granule or Elastophene Flam Granule FR torch applied. Or Elastophene Sanded, Elastophene Granule FR or Elastophene Granule adhered in a frill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. None. Must comply with RAS 118,119 AND 120. ( See Roof Tile Manufacturer's NOA) NOA No.: 06- 0111.01 Expiration Date: 03 /01/11 Approval Date: 02/23/06 Page 46 of 47 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered 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 calcniations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced up lift 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 Hailers, 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 comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he 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.: 06-0111.01 Expiration Date: 03/01/11 Approval Date: 02/23/06 Page 47 of 47 r MIA M I'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Zion Tile Corporation 13450 SW 126 St, Suite 10 Miami, FL. 33186 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing use of The documentation submitted has been reviewed by Miami D de County Product Control construction ivision andaccepted 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 (AHD. 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 AH1 (in areas other than Mani 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: Terracotta Clay Spanish "S" 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 Co the expiration date may be displayed in advertising literature. If any '� Florida, y f hen it s by Y portion of the NOA done in its entirety. A is displayed, then it shall 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 05- 1220.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This new roofing system using Terracotta Clay Spanish "S" Roof Tile, as manufactured by URALITA Tejados, S.A. in Alicante, Spain and distributed by Zion Tile Corporation as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, do not exceed the design pressure values obtain 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 Terracotta Clay Spanish "S" Roof Tile Trim Pieces Test Agency All State Engineering & Testing Consultants, Inc. IBA Consultants, Inc. Dimensions 1= 18" w = 11- W thick Length: varies Width: varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier AV 27 2354 -186 Test Product Specifications Description ASTM C 1167 High profile interlocking, clay tile. ASTM C 1167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report TAS -101 Physical Properties ASTM C 1167 Date January 1999 04/13/07 NOA No.: 09- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16//07 Page 2 of 4 3 . LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 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. 4. INSTALLATION 4.1 Terracotta Clay Spanish "S" Roof Tile and its components shall be installed in strict • compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations TileProfile Terracotta Clay Spanish "S" Roof Tile (Adhesive Set Tile Profile Table 1: Average Weight (W) and Demensions (1 x w From PA 101 Testing Len•th -1 ft Wei ht -W 8.2 lb 1.5 Width -w ft 0.927 Table 2: Tile Profile Terracotta Clay Spanish "S" Roof Tile (Adhesive Set) Aerodynamic Multipliers - ? (ft X(ft Direct Deck Application 0.27 Tile Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) 2 3 ° :12" 4 5 °:12° 6 " :12° Profile Terracotta Clay Spanish "S" Roof Tile Adhesive Set 7 °:12" . Direct Deck DirectDeck Direct Deck Direct Deck Direct Deck Direct Deck 6.01 5.93 5.83 5.70 5.55 5.39 Table4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Adhesive Set Systems Tile Application Terracotta Clay Spanish "S" Adhesive Set Roof Tile (Adhesive Set) 'Avg. patty weight 131.5grams of Polyfoam Polypro® AH160. Attachment Resistance 82.54 NOA No.: 07-0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 3 of 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami Dade County Product Control Approved ". ® COURT URALITA TEJADO$ TOLIE®® -E OR TERRACOTTA CLAY SPANISH "S" ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS TERRACOTTA CLAY SPANISH "S" ROOF TILE END OF THIS ACCEPTANCE CO -ERT NOA No.: 07- 0629.02 Expiration Date: 07/05/12 Approval Date: 08/16/07 Page 4 of 4 BUILDING CODE COMFLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Polyfosm Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE; This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authouty Having Jurisdiction (A ,M). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AID (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 manufaoturer will incur the expense of such testing and the AI-17 may immediately revoke, modify, or suspend the use of snob. 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 Atgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION; Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product orprocess. Misuse of this NOA as an endorsement of any product for sales, advertising or any pther purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA s1ia11 be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the word 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 e;atirety. INSPECTION: A copy of this entire NOA J all be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOANo.01 -052x.02 and consists ofpages 1 through 7 The submitted documentation was reviewed by JRrge I.. Acebo. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BU1LIINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2901 FAX (305) 375-2903 4 NOA No.: 06- 0201.02 Eapiraton Date: 05/101X1 Approval Date: 04/13/06 Page 1 of 7 QLI. L1. LVVU J.JJ HI uInuuv vui LI Ito OPT.NGASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: 'Ills approves Palyproe AH160 as manufactured by Polyl'oam Products, Inc. as descn'bed in Section 2 of this Notice of Acceptance. For the locations tivhere the design pressure requirements, as detemmned 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, axed high profile roof tiles system. using Polypro® AH 160. Where the attachment calculations are one as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Foampro0 RTF1000 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a 6mrent NOA which list moment resistance values with the use ofPolypro AH160 rooftile adhesive. PrlYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption 1VIoisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 2854 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. 1p ens3ons N/A NIA N/A ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test • Product Description gpecifications TAS 101 Two oozpponent polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Test ASTM D 1622 ASTM D 1621 Results 14 lbs111 18 PST Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0,08 Lbs./Be .3.1 Penn / Inch. +0.07% Volume Change @ -40 P., 2 weeks +6.0% Volume Change @158'.,100% ll m {dity, 2 weeks 86% "V, JLVL •. Li , 'VOA 1 06-0201.02 Expiration Date; 05 /10/11 Approval Date: 04/13/06 Page 2of7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test 11 ame/Re op Date Center for Applied Engineering #94-06 TAS 101 04/08/94 257818 -1iA TAS 101 12/16/96 25-7438-3 SSTD 11 -93 10/25/95 25 -7438-4 25-7438-7 SSTD 11 -93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] 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 LTATZONS: 1. Piro classification Lion is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproS AI3] 60 shall solely be used with flat, low, & high the profiles. 3, Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures aoquiri.ng acceptance for the use of Polypro® A11160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 45. Roof The manufactures acquiring acceptance for the use of HA1 DI- ST1CI( roof the adhesive wrath their tile assemblies shall test in acoordance with TAS 101 with section 10.4 as modified herein. (.1 w P / MS NCA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Data 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. 1 arcs Two Paddy Weight per paddy Min. _ SMs 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 02 24 N/A _ Flat, Low, MI Profles #3 INSTALLATION: Polypro® A11160 may be used with any roof tile assembly having a current NOA that lasts uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the correspondtrtp, Placement Details noted herein. The roof tile assembly's 'adhesive attachment with the use of Polypro® .AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components Shall be installed in acoordance with Roofing Application Standard RAS 120, and Polyfoam. Products, Inc. Polypro® AH160 Operating Instruction and Iulaintenance Booklet. 4. Installation must be by a Factory Trained'Qualited Applicator approved and licensed by Polyfoanm Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority havingJurisdiction 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 calz'bration. No other settings shot be approved. 6. Polypro® AH160 shall be applied with Foatnpro R.TF1000 or ProPack® 30 & 100 dispensing equipment only. 7, Polypro® A11160 shall not be exposed permanently to sunlight. B. 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® AHI 60 placement and ininimum patty weight shall be in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditi ns 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 4 ADHESIVE PLACEMENT DETAm 1 . SINGLE PATTY sfr t)Plu ibtbas achkva 126 alaepptehappQall°41 equan irnhea ntaetW th U i a pat 2) T 11 n s u l � ckss e ihsnbid the Ma. ihulerlaymeni A AaOY lo PpatOna WV cave oat covcrIlle. AbutthaErast Was of tQcs 5rtsumpva odd andcovtYSHS AalesveDn . Ewe dam Wcap nicake shoal Naa troller *do anti NOA. No.: 06- 0201.02 Expiration Date: 01/10/11 Approval Date: 04113/06 Page 5 of 7 1 ADHESIVE PLA&CIMENT DETAIL 2 S1NGLE PATTY Nall ihtough *atm vivant NOA No 06- 0203.02 kxpiratiofl Date: 05/10/11 Approval Date: 04/33/06 rage 6of7 o b Nall Through plastic cement Single paddy f 2In . under tile 1 x3fe. S)ngTa paddy on Under- laytnant Single paddy on top of tile Paddy (between tile) Paddy (under tire) a *eour 2 in. X7 In. medium sire paddy eave Fascia ' course only ,ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Undarlayment 1 tn.x 3 Tn. Single 4 in, paddy an under - layment Single ply on top of tile EaY@ Course Single paddy tinder Ole Single paddy between lila 21n.x7in.medlUn size paddy gave course only Fascia ?keyhole Sava closure Drip Edge END OF THIS ACCEPTANCE NDA No.: 06- 0201.02 Expiradon Date: 000111 Approval Date: 04/13/06 Wage 7 of 7 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, November 4, 2008 Mr. Adolfo Zunino A -1 PRESTO ROOFING 8089 NW 67 Street Miami, FL. 33166 Re: Miami Shores Presbyterian Church @ 602 NE 96 Street Miami Shores, FL. Dear Mr. Zunino: 1111111111111111- gezmi DYNATECH ENGINEERING CORP. Pursuant to your request, I have reviewed the proposed re- roofing of the sanctuary at the above referenced project. It is my understanding that the proposed re- roofing will consist of the following: 1- Remove existing roof system and insulation down to existing 2" x 6" T & G wood decking. 2- Install new 1.5 Iso -board insulation sandwiched between new 5/8 plywood decking and existing 2" x 6" T & G wood decking. 3- Install new roof tile system as per NOA. 07- 0629.02 page 3 and 4 of 4 (attached). Based on my review of the proposed system and wind load calculations (attached); the following are my recommendations for re- roofing: 1- Remove existing roof system and insulation down to existing 2" x 6" T & G wood decking. 2- Inspect existing wood decking for any deterioration and fastener placement. Refasten existing decking if needed as per Florida Building Code. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Nov Imcmr67,37m3 la 0 5 2C0B BY: 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 -9598 Page No. 2 602 NE 96 Street, Miami Shores, FL. 3- Install 1.5 inches Iso -board insulation simultaneously with 5/8" CDX plywood fastened as follows: Use (45) 3.5" Olympic screws equally spaced in the plywood sheathing into the 2" x 6" T & G wood deck. 4- Install new basesheet and roof tile system as indicated in our wind load calculation 7 -02 (attached). 5- Re- install copper termination to match existing. All work shall be conducted in compliance with the Florida Building Code and product control notice of acceptance and manufacturer specifications, under the supervision of our field engineer or city inspector to verify compliance with specifications. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, iss Naamani, P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Date Client Project Address Project Info: H = 25' L= 127' W= 65' For hip roofs with 8 < 25 °; zone 3 shall be treated as zone 2. Design Calculations: Velocity Pressure: q = 0.00256 (0.94) (1) (1) (146) (1.0) = 51.3 PSF Width of Pressure Coefficient: 0.1 (65') =6.5' 0.4 (25') =10'} use 6' -6" Approximate Tributary Roof Area: <10 Sq. Ft. For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7 -02) DYNATECH ENGINEERING CORP. : October 10, 2008 : A -1 PRESTO ROOFING : Presbyterian Church @ : 602 NE 96 Street, Miami, FL. Exposure: C Category : II Slope : 6:12 iiviiw.arR Tr�� /// 41//r=':w ■tct�� / / . AN... tuswamr, U ' ` '!IN\II\\ l sti,eS I I N., IMM,1111111111IMIVAI 7 ASCE 7 -02 DESIGN PRESSURE CALCULATIONS SLOPPED ROOF Basic Windspeed V= 146 MHP Importance Factor 1= 1.00 K 0.94 Kd= 1.0 Kt TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 -9598 Page No. 2 602 NE 96 Street, Miami, FL. External Pressure Coefficient: internal Pressure Coefficient: ± 0.18 Design Pressures: 1) Field 2) Perimeter 3) Corners Attachment Requirements: Base Sheet: Field: Perimeter: Corners: 1) GCP1 _ -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 P1= 51.3 ( -0.9 ± 0.18) = -55 PSF P2= 51.3 ( -1.7 ± 0.18) = -96 PSF P3= 51.3 ( -2.6 ± 0.18) = -143 PSF 6" o.c. @ laps and 3 staggered rows 6" o.c. 6" o.c. @ laps and 4 staggered rows 6" o.c. 6" o.c. @ laps and 5 staggered rows 6" o.c. Page No. 3 602 NE 96 Street, Miami, FL. A) Tile Attachment Requirement: B- Tile attachments: Based on product control No. 07- 0629.02 page 3 and 4 of 4 Tile System: (Moment Based Systems) Terracotta clay Spanish "S" Aerodynamic Multiplier = 0.27 Direct Deck Application (DDA) Restoring moment due to gravity: Mg =5.55 Sq. Ft. Lb. (DDA) Attachment resistance expressed as a moment: Mf =82.54 Ft. - Lb. large paddy placement of adhesive. 1) Field: Mr1 = ( -55 x 0.27) -5.55 = 9.3 < 82.5 Ft. Lb. = O.K. 2) Perimeter: Mr2 = ( -96 x 0.27) -5.55 = 20.37 < 82.5 Ft. Lb. = O.K. 3) Corners: Mr3 = ( -143 x 0.27) -5.55 = 33.06 < 82.5 Ft. Lb. = O.K. System is acceptable as approved with large paddy placement of adhesive with -82.5. Page No 4 602 NE 96 Street, Miami, FL. Notes: ▪ Corners, extended corners and perimeter area dimension shall not be less than a= 3' -0 ". ▪ Wind load calculations are based on ASCE 7 -02 and information ▪ Roof uplift capacity shall be verified in compliance with Florida Building Code Protocol TAS -124. (when applicable). All work shall be in compliance with the local building code, product control notice of acceptance and manufacturer Specifications and Florida Building Code. provided by client. All work shall be conducted under the supervision of our field engineer or City Inspector to verify compliance with specifications. In the event of exposed ceilings; the engineer must be notified to verify applicability of fastening pattern and penetration. Sincerely yours, Wissamlaamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sk