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ROOFINGBUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Job Address (where the work is being done) j( It - City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Miami Shores Village • Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building.. . Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder)e - �� - Phone # Owner's Address -) ` /, j i - City �. . . State Zip I °/ County Miami -D NO Contractor's Address City State Qualifier , 1 Architect/Engineer's Name (if applicable) l e" a ��, Phone # S Value of Work For this Permit Type of Work: ❑Addition Describe Work: (; ' ` Lr✓ Submittal Fee S Notary $ Scanning $ Code Enforcement $ Training/Education Fee $ Radon $ Total Fee Now Due $ 30q. (Continued on opposite side) Permit Fee $ / Zoning Structural Plan Review. $ Master Permit No. Phone # Y hone # i Square Footage Of Work: Zip ❑Alteration ew r ° Repair/Replace ;∎sip: X11,\ 9 ` 1 A o N4." ,t'int' * * * * * * * * * ** * * * * * * * * ** * * * * * ** F ees * * * * * * * * * * * * * * * *** * * * * * * * * * * ** Zip s CCF Permit No. Technology Fee $ ❑ Demolition ts* `('-c." \ o - / Bond $ CO /CC Roofing 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. Contractor • ■ The foregoing instrument was acknowledged before me this, ^.,v :. %r The foregoing instrument was acknowledged before me this 0 day of ;^ 2(1 Y by i . M � :.� , ` t - - > day of 0 e , 2c }�- b by t` "� t ')z ?a;‘. ill "ref who i onallyknmwn to me or who has produced who i p ersonally known t me or who has produced Cho 12/15/03 Owner or Agent As identification and who did take an oath. NOTARY C: Sign: Print: My Commission Exp Bonded through 1st as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. JOANNE MARIE KNESKi oK9t) PiJblic - State of Floe V C!rn n ssi�n Fxn!ras C)rt 9 7 1^h 0 s jpa4 -(6 166646 ,it7fld^i∎R9 C:i : ;,At771Z +nrn Assn My Commission Expires: ((J - ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ,, ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: FEB 1 5 KNW Plans Examiner Engineer Zoning Issue Date: 111912006 Owner's Name: AZUCENA ESPINOSA Permit Type: Residential Construction Work Classification: Addition Job Address: 1084 97 Street NE Additional Information Type of Construction: ADDITION Stories: 2 Front Setback: Left Setback: Bedrooms: 1 Plans Submitted: Yes Certificate Date: 1/19/2006 Miami Shores Village, FL 33138- Fees Due Bond Type - Contractors Bond CCF CO /CC Education Surcharge Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $300.00 $64.80 $50.00 $21.60 $3,240.00 $150.00 $90.00 $81.00 $3,997.40 Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/15/2006 Contractor(s) GEL INTERNATIONAL Phone 305 - 374 -1431 Primary Contractor Yes Comments: DEMO OF EXISTING GARAGE ROOF AND FRONT PORCH ARE TO ADD A NEW ENTRANCE FOYER ANS SECOND FLOOR MASTER BEDROOM PERMIT IS BEING INVESTIMATED BY CODE COMPLIANCE MD Occupancy: Single Family Exterior: NO Rear Setback: Right Setback: Bathrooms: 1 Certificate Status: Additional Info: Parcel #: Block: Section: In consideration of the issuance to me of this perm i , I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Total Square Feet: 1271 Total Valuation: $ 108,000.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter n Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Ruildin Invoice Number Amt Due RC -1 -06 -23535 $3,997.40 Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Permit Status: APPROVED Permit Number: BP2003 -1280 Phone: 1132050170190 Lot: PB: Amt Paid BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) « M �; Phone # Owner's Address City Tenant/Lessee Name Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) • v Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State Zip Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ' � Phone # Contractor's Address City State Zip Qualifier S Value of Work For this Permit State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) '� Phone # Scanning $ Radon $ "' Zoning„ Phone # * * **** * ** * * *** * * * Fees * * * ** ,pit * * * * * * ** ** *,pit** ** Structural "flanteview•. S Square Footage Of Work: Type of Work: , (Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ` i Submittal Fee $ Permit Fee $ ,,,of ' I v -"' CCF $ U CO /CC c- ° Notary $ Trainin �~ Education Fee $ L ( t g/ � � Technology Fee $ "—' Bond S 7C4 ' Bonding Company's Name (if applicable) Bonding Company's Address • 1 , City State Zip Mortgage Lender's Name (if applicable) Moretsailiitiame [festal IU" *• 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 Chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this b'. The foregoing insthi lent was acknowledged before me this da ofd I � ` • 0 / �b q - "N-es �' ., � ; • r y �� a� Y � • � ;� ,�� L da y of c� < � �; 20 Eby �� ; t' I I � I� �' ., who is personally known to or who has produced rL_ is personally ,___ ' - -? . . As identification and ho did take; oath. NOTARY P Sign: Print: My Commission Expir * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED ':Y: WILLIAMS MY CC ' 'lD350119 * *AP R*t 26 Boded through 1st grate Ais l5ii Signature NOTARY PUBLIC ra? !o 1A ' 1 T' ! 1 ' ' 'WffeS ��SSIDN #DD350119 S t hrough 1st State Insurance 1 Sign: , Print: My Com * * * * * * * * * * * * * * * * * * * * * * ** ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor ntification and o did take an oath. * * * * * * * * ** FEB 1 ti Plans Examiner Engineer Zoning FROM : STATE OF FLORIDA: COUNTY OF MIAMI-DADE Rev Pi.. mla 3. Owner(s) name and address: FAX NO. : NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FlRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 1 -3 20 5 -014 -0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1, Legal description of property and street/address: Share Sep g PPS y --5I Lo1- 2. Description of improvement: E 00 P Interest in property: Name and address of fee simple titleholder: N/A -�- . . r�r 54.,os tna,_ r, OUNT OF DADE v cE1:271FY that this is a true 4. Contractor's name and address: Z JEFF ROOFING IN C—rrg;rr+t( Lied in this o 1ti on 2524 WES T 3 AVENUE - HIALEAH, FL 33010 5. Surety: (Payment bond required by owner from contract rir `t wcsS J QfA UVIN. CLL': Name and address: N/A ®y am Amount of bond $ N/A —_ 6. Lender's name and address: N/A Mar. 15 2002 05:23PM P1 6k !S 11111111111111111111111111111111111111111111111 CFN 200380347999 OR Bk 21316 Ps 3618; (lps) RECORDED 06/09/2003 10 :28 :32 HARVEY RUM, CLERK OF COURT MIAMI -DADE COUNTY,, FLORIDA LAST PAGE - 3439 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided.by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A �-... 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date ' spec' ed) J IA J C 5 200 Ailakeirsisor nature of Owner s US.L Ac s z p ► K.P0SA Sworn to and subscribed before me this 5 day of \J U.)? , 2o Notary Public C 0&12GCtOf2L10 Print Notary's Name My commission expires: - - - Print Owner's Name 123.01-62 PACE 4 0/02 1. EDWARD REDONDO yh MY COMMISSION lk CC 846893 EXPIRES: y "$; �' �• June 16, 2003 Bonded r ?� i.• Thiu Natty/ Pubfic Underwriters HIALEAH, FL 33010 Address: 2524 WEST 3 AVENUE Prepared by LiSSe Pcte k €cc MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ..Lion is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - .,uner structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami - ,,,,ores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date October 13 gg69 Owner's Name and Address D o 610 501 e n b e r g e r No 1084 Street N.. 9"i h 5 t. Regiaered Architect and /or Engineer Obenour Roofing Co. 7352 No. Niami Ave. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1084 N. E. 97th St. State work to be done and purpose of building (by floors) Remove gravel roofing over the garage and front entrance. Replace with 1 =33 lb. felt, 2 =1h 16. feT ga1v. I4 tai_ flashing and asphalt and gravel and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 8 s q s . Estimated Total cost of improvements $ 642.00 Amount of Permit $ 5. 0 0 Zone cubage required Plan Cubage__ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__ .. . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - - - -- - - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractor; employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the works public notice or notices as are required by the Act. The undersigned agrees to employ only suc subcon. ors, on , work tome -p r): r ed under this permit, as are licensed by Miami Shores Village. Remarks__- (Signe STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No g u rC V Disapproved Date__ ( Signed) Date Building Iv.pector NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of 51.00 will be charged - materials and /or workmanship. - X - 6c PLANNING BOARD Chairman Member Member Council Approved Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me well known, My Commission Expires DATE Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or the plans and specifications herewith submitted for the build in or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Alrami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date /71/91c14 _ o? 7 Owner's Name and Address teym LIf \ 10 R4/ /v E' . _ No Street Registered Architect and /or Engineer I" Name and address of licensed contractor . ?4Fe. yt 6 . W .Z1 7 Location and legal description of lot to be built on: Lot Iilock Subdivision Street and Number where work is to be done... ? A/ ..._... State work to be done and purpose of building (by floors) 7 & 6 _... r/ - Pow' 1- 3 c Cf - „/v4 /4 e /Q L./Doh ...... /?'!o(' Ada! /- 9 Q. 'fi l'e.c-r;.... .2 X g!Ps 026 Sa 0 441... .y... g779' , / / r( . -_. X= r � and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ............_..__ Estimated Total cost of improvements $ a O ' o-D Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. ...... Fr'o.nic/Mr/ f Co I/3 P .. 4, 7 7 The undersigned applicant for this building pcnnit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). . STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. Q° Permit No.._X®.1 ' Date '*/t/ 1 Read, Sworn to and Subscribed before me. Disapproved .P.... Date Notary Public, State of Florida (Signed) uilding Inspector My Commission Expires _. PLANIt*'_: ri,' BOARD DATE Chairman Member Member Member Member _..-- •-- ....._..._._ ...._....... Member ...._ -- • -• - -•- Council Approved Date Disapprove Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has hecn obtained from the Plannir.g Board. A re -1 npection fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for insertion oe faulty materials and /or workmanship. Legal Description Owner / Lessee / Tenant Master Permit # �'/ / �✓ Owner's Address 0 - Phone 757 0 Contracting 4 r a ��,,,,//� 8 Co. ► 1Lr� /L Address /9/ Qualifier � � 4 SS# A �0- �C State # l- C 772 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICA PLUMBING MICHANICAL ROOFING PAVING FENCE SIGN ) WORK DESCRI'TION Square Ft PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address L r T E 97,k Tax Folio //J Or 1 / °N G 7 /I/ Ac 4e,/ e WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * * Estimated Cost(value Signatyre of Contractor or Owner- Builder Date: , / /9 �, yr cto.i' (or $g " 7 /o G i ?7 45 tar as to y Commissio FEES: PERMIT ` ( RADON C.C.F. ✓ NOTARY - ' ®/(J TOTAL DUB "> APPROVED: Zoning ** Fire Other Buildin:l� r 111 fr Electrical Mechanical Plumbing Engineering E.N.G•I•N•E•E•R Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 Z. Jeff Roofing 9254 Southwest 37th Street Miami, Florida 33165 TILE UPL1FT TEST Residential Ilome 1084 Northeast 97 Street Miami, Florida Information provided by client: Permit Number: BP2003 -936 Date Completion: August 4, 2003 Roofing Contractor: Z Jeff Roofing LG Engineering Services, Inc. Project Number: LGO3 -1171 (Testing Laboratory Certificate #00- 0224.07) p 153 - 6 11 August 11, 2003 In accordance with your request and authorization, a representative ofLG Engineering Services, Inc. completed the RoofTile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner wore physically examined. Based on our test results, we conclude -that the installation of the roof tile at the above referenc i feet meets the test requirement outlined in the above mentioned protocol. ' Attached please find our test report for your review. / r " MIAMI SHORES VILLAGE BUILDING DEPARTMENT .30f B 'Ming Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee 5 Name & Date Time 'BP ZOC13 - q3G Approved ❑ Correction Re- Insp'n Fee ❑ 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7/2_Z Time 1 t , PlaCe V\ PP n-�-- Type Insp'n ¢� 2 Permit No. €I Q 7_03 q3 Name / )CJ Address I l" Company Phone # Rop(clici V.S For Inspector: 6P 7 / ame & Date /LM pi/kap:5\re".."1 r, 10 et helo LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any cif stions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Mohamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 1084 Northeast 97 Street Miami, Florida MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 - 2204 B 'Iding Inspection Request a- Time TypeInsp'n Permit No. Name �c5 Address Company Correction Re- Insp'n Fee • Phone # i For Inspector: 6 f n 1 131 "�f� � Name & Date Approved ❑ Type Insp'n For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time pnrnm pi4 Permit No. J3 P ' c 3 q Name Address e ( j 9 % 4- Company -CD Phone # � d J Name & Date (10 Type Insp'n Permit No. Approved MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 / 2 Time Cap. + H04- )'clop oP 2003 - RaD, Name Esp i a rA )O Address 1064 PE__ ` S-- Company JC COUP //- Phone # - c \ 6- ...(cJ s . For Inspector: 6P -1I X Correction ❑ Re-Insp'n Fee ❑ Name & Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 w Date `) r_'? Job Address I ': } r r .7 Tax Folio i Lef .cription F t I Historically Designated: 0 .essee/Tenct WORK DESCRIPTION: Square Ft. Notary as to Owner and/or Co My Commission Expires r t"i` L Signature of o\Nner and/or Co o Presi FDWARD REDONDO Date CT.1h.1ISSION # CC 846993 RES: Lr:e 16.20C3 FEES: PERMIT C � RADON It """111 Date t C C.F Master Permit # Estimated Cost (value) ,1f La Notary as to Contrac My Commission Ex 0 NOTARY ■ Yes No 2 � Electrical 0% .., Address Phone Contracting Co. ) t f r h` Address - - Qualifier 04h_i f _ 1 :.i ' Phone State # `' r r " Municipal # Competency # 7 i t ' i ! t ~1 Ins. Co. t IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING CMO Ki ~ j ()/ ' e-et ; /, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constn ction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of Contractor or Owner Builder Date er BuiWdARD REDONDO 1.' CO', 11S5:DN r CXR!RFS BOND 0 TOTAL DUES 1 1 6 • Li U / Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Miarni Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 ClDrinted: 6/12/2003 Applicant: AZUCENA ESPINOSA Owner: ESPINOSA AZUCENA M JOB ADDRESS: 1084 NE 97 ST Contractor Z JEFF ROOFING INC Contractor's Address: 2524 W 3 AVE L.) ,I Local Phone: 305 - 623 -7663 MEMO Parcel # 1132050170190 Fees: Description Amount FEE2003 -3562 Building Fee $225.00 FEE2003 -3563 Builders Bond $300.00 0 FEE2003 -3564 CCF $8.40 �- FEE2003 -3565 Inpector State Educational Fund $15.00 Total Fees: $548.40 7 Permit Status: APPROVED Permit Expiration: 12/6/2003 Construction Value: $13,500.00 V' Work: RE- ROOFING FLAT & TILE - MONIER GAF MODIFIED ; Z JEFF ROOFING, INC. PH. 305 - 885 -9166 2524 W. 3RD AVE. HIALEAH, FL 33010 •PAVTOTHE yy\ - 1 1 S A O- `/ t '( Q �,O 5� ORDER OF _�" . Impliance with all ordinances and regulations pertaining thereto and in strict � �DOLLARS e -. ., . m.. � ni Shores Village. In accepting this permit I assume responisibility for all work v.e L.Lno Cv+. P I ' B i} g '4TLANTIC • OFFICE 3T., HIALEAH, FLORIDA 33012 1:0670L LEI 251: 605 -- 3733 Building Permit Permit Number: BP2003 -936 Legal Description: REV PL MIAMI SHORES SEC 8 63- 1182/670 3 7 3 3 6051228106 � DATE "� ^ ( 7 —03 3Y: Page 1 of 1 PB 43 -51 LOT 7 BLK 181 LOT Total Fees: $548.40 Total Receipts: $0.00 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used identify as - NA ") System Manufacturer. L-71 A F NOA No.: 02 D � Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 5 4- Pmax2: � �..3 Prnax3:_ 135 Max Design Pressure, From the Specific NOA System: — 5%2 . 5 Deck: Type: P lye pod Gauge/Thickness: 5/S Slope: Surfacing: Iii /A Section C (Low Sloped Roof System) . Anchor /Base Sheet & No. of Ply(s): •5 p Anchor /Base Sheet Fastener /Bonding Material: --N$ TIN Cap .3 64. RS. Kull IS Insulation Base Layer: C0rip05 Base Insulation Size and Thickness: I / Base Insulation Fastener /Bo ding Material: HOT fJLJ Pre d _ n Top Insulation Layer: Li/4 Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: kit Base Sheet(s) & No. of Ply(,): U/R Base Sheet FastenerlBonding tviaterial: t`yA Ply Sheet(s) & No. of Ply(s): 4 ply ,7SE Ply Sheet Fastener /Bonding Material: -SrIU I-OF MO peed Top Ply: Mineral Si'.cflictCP (tap S►1Pe-{ Top Ply•Festenerf Bonding Material: ASTILI HOT yytO d Fastener Spacing for Anchor /Base Sheet Attachment Fuld: 'l " oc @ Lap, # Rows @ _! " oc "Perimeter: l./ " oc © Lap, # Rows 4_@ t0 " oc Corner: 40 " oc @ Lap, # Rows y • @ " oc Number of Fasteners Per Insulation Board Field N /F} Perimeter Corner kijA Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener S pacing or Submit Manufacturers Details that omply with RAS 111 and Chapter 16. O ° 1f12 Sr2,P 440? mop 343 cjcit/ 2(& 'F't'7 FT. Fr. Parapet Height Mean Roof Height (n) 7 Section A jGeneral Information) .Master Permit No. I -- ______ --_ - _.._ - __ Process Na. Contractor's Name .___ _ _ _J C FF R pO -i ei Job Address i_08'4 1.1 q.7. S ROOF CATEGORY fZ Low Slope ❑ Mechanical) Fastened Tile Mechanically htortarlAdhaoive SarTlla ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Wood Shingle /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE .� Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) _ c 11-00 3 0 0 0 ❑ New Roof Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scu p v scuppers and overflow drains. Include dimensions of sections and levelscleaQ y identify dimensions of elevated pressure zones and location of parapets. 1 • I • Florida Building Code Edition 2002 R. c.J;:il 1- kJ! 1'1.:615. 20, ,<: l; I'uIG..II Pcrll uL r, Fi NI18ai n t'iil lil. SECTION 1524 HIGH VELOCITY HURRICANE. ZONES REQUIRED OW ERS..NOTIFICATION FOR ROOFIN • CONSIDE1:ATIONS 1524.1 As it pertains to this section, it is' the responsbility of the roofing contractor to provide the owner with the required roofing permit, and to. explain to the owner the content of this section.. The provisions, of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part Qf the agreement between the owner and the contractor. The owner's initial in the adjacent aox indicates that the item has been explained. . e . e.1. Aesthetics - Workmanship; The workmanship provisions of Chapter 15 (1-iigh•Velocity Hurri 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. e - 1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have .to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the 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 (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • • 4. Exposed Ceilings: Exposed open beam ceilings are where the underside of the roof decking can be viewed from below. The owner May wish to maintain the architectural appearance, therefore, roofing nail penetrations of the Underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. �S. ?willing 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 ofstruetural 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, 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. 7. Ventilation: Most roof structures should have son ability to vent natural airflow through the in ri.or of the structurad.assernbly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er'slAgent's Signat re Ole / 6� / ®3 Date - Contractor's Signature Roof System Manufacturer: 00e1(€ 11-01 11 . Notice of Acceptance Number: 02 - 1205.05 is- Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 11- . P2: 100_ P3: (00 Jo Maximum Design Pressure I - (From the Specific System): ' (D • 19 1 Method of tile attachment: IX__TDotn't Lit.r9C octl Section D (Steep Sloped Roof System) Roof Slope: `"i :12 Deck Type: Insulation: L Ridge Ventilation? 2 d aXintniA 11014se Mean Roof`Heiglit: Florida Building Code Edition 2002 Hign Velocity Hurricane _'one Uniform Permit Application Form. Steep Sloped Roof System Description 5 /8 ' ' T ' •VA) oo d ype Underlayment: 5D AsrM A+ Nat(•ed fa Dec,l• pfr .F0G N_VA- Fire Barrier: r I T.t itl . astener Type & Spacing: I I 1 5 MTC 32543S. N pit Adhesive Type ~l / A l 1 \pe Cap Sheet: l l 90 Asrn,� F J +-o µ� oof Covering : No nle✓ L-Fe ( k Type & Size Drip Edge: 3X3 Zrriv 454W. I '.Latta) C' 4 "0.e. • 1 *Must be used in conjunction with a list of moment based rile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the root, then the tile attachinent method is acceptable. Method 3 'Uplift :Based Tile Calculations Per RAS 127" (Pr 3: l: = s = ) - 1V: s cos d: = F NOA F' (P2: xl: = s w := ) -1V: s cos 0: = F NOA F' (' 3 : x1: = x w:= ) -W• zcos 0:= Fri NOA F' Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. • Section E (Tile Calculations) Symbol For Moment based tile s ysteius, choose either Method 1 or 2. Compared fur • the values M with the values from M r. if the M, values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. Method 1 "Moment Based f ile Calculations Per RAS 127" (PI:il'-(o s • .9 =13.Q )- Mg: iv.05 =MY1 l'.�S NO�7l1 8 1 0 Mean Roof height . b1 (P2: 100 xX .2 = 2-t1.1. )- Mg: (o .05 = 11;.,2.3.1 NOAD1r �b.bl Job Site (P3: *0.0 xX •2'1 = 24.L )- Mg: (v()�?= 1111, b.0 Root Slope NOA Method 2 "Simplified Tile Calculation Per Table Below" tequired Moment of Resistance (N1 From Table • Blow NOA 11i. Aerodynamic Aluldplier X M Required Moment Resistance* Mean Roof Height - Restoring Moment due to Gravity M, NO .A - Roof Slope 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 *Must be used in conjunction with a list of moment based rile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the root, then the tile attachinent method is acceptable. Method 3 'Uplift :Based Tile Calculations Per RAS 127" (Pr 3: l: = s = ) - 1V: s cos d: = F NOA F' (P2: xl: = s w := ) -1V: s cos 0: = F NOA F' (' 3 : x1: = x w:= ) -W• zcos 0:= Fri NOA F' Where to Obtain information Description Symbol Where to find Design Pressure P I or P2 or P3 . RAS 127 Tablc 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof height H Job Site . Root Slope g Job Site Aerodynamic Aluldplier X NOA . Restoring Moment due to Gravity M, NO .A - Attachment Resi$ranee N1, NOA 'v Required Moment Resistance M, Calculated Mtnimumfg,aa;hmea4Resiirauce F' NOA Required Uplift Resistance q P F Calculated Average Tile Weight W NOA , Tile Dimensions All calculations must be submitted co width NOA at the rime of ennit a , licatioo. the BuildinO@iLia1 *Must be used in conjunction with a list of moment based rile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the root, then the tile attachinent method is acceptable. Method 3 'Uplift :Based Tile Calculations Per RAS 127" (Pr 3: l: = s = ) - 1V: s cos d: = F NOA F' (P2: xl: = s w := ) -1V: s cos 0: = F NOA F' (' 3 : x1: = x w:= ) -W• zcos 0:= Fri NOA F' MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20` Street Boca Raton, FL 33431 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 2. PRODUCT DESCRIPTION Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En: ' • ering, Inc. y�� r ro Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 161/4" PA 112 Villa & Roll w = 13" Y2" thick Monier Lifeitile LLC L = 17" PA 112 Capri Tile W= 12 3 / Y2" thick 1= varies w = varies varying thickness PA 112 Test Identifier Test Name/Report 7161 -03 Appendix lII 7161 -03 Appendix II PO402 94 -060B 94 -084 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test A2encv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76LJ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - X ft Tile Profile X (ft Batten Application X (ft Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 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 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or S.crew Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fastemers are located a min. of 2 %z" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro 4 86.61" Polyfoam PolyPron' 45.5 4 Large paddy placement of 54grams of PolyProN. 5 Medium paddy placement of 24grams of PolyPro'*'. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE MONIER LIFETILE CAPRI CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 MIA M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer ( MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating ( MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement ( MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PIyTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeIdTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 Ib. cartons, bulk 60 lb. kegs PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 5 of 21 (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA • GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA PYROX White Line Product Product Name Test Dimensions Specification 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type 1 5 gallons ASTM D 3019 Type III TABLE 2 Product Description Polyisocyanurate foam insulation Fibered aluminum coating. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation BMCA Composite EnergyGuard, RA Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Non- fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 6 of 21 APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 2. 3. 4. 5. 6. Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec ®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber /Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Dimensions 3" and 3 3" and 3 ,/ / Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 7of21 APPROVED FASTENERS: Fastener Number 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates Product Name TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 ''/4" 3" x 3 1/4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 8 of 21 EVIDENCE SUBMITTED: Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Dynatech Engineering Corporation Dynatcch Engineering Corporation PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT ofS.Fl. IRT of S. Fl. Test Aeency Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM J.L ODOA8.AM J.I. OD 1 A8.AM J.1. 0Y9Q5.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM #3600.02.95 -1 #4482.02.95 -1 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 9 of 21 APPROVED ASSEMBLIES Deck Type 1I: Deck Description: System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only (Table 3) Density/ft =P) ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum 1/2" thick N/A N/A Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc Minimum 3 /4" thick N/A N/A Fiberglas (Min. 15 4 6 " thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Fastening Options: Wood, Insulated, New Construction or Reroof 19/ or greater plywood or wood plank GAFGLAS #80 Ultima"' Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 10 of 21 GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —51.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). PIy Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex PIy 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. See Fastening above. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 11 of 21 Deck Type II: Wood, Insulated, New Construction, or Reroof Deck Description: 19/ or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density/ft ACFoam -I, GAFTEMP® Isotherm R, BMCA EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, 6, 9, 13, 14 & 21S 1:3 ft E'NRG'Y 2, GAFTEMP Isotherm RN Minimum 1.4" thick E'NRG'Y 2 Plus, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick 6S, 9, 18 & 21S 1:3 ft Perlite, GAFTEMP Minimum 3 /<" thick Fiberglas Minimum 15 / 16 " thick Paroc Minimum Y4" thick PERMALITE ® 1,2,65,9, 13, 14 &21S 1:3 ft 1S(3.5 "),6S,9, 13, 14& 1:2ft 21S 1, 2, 6, 9, 12, 13, 14 & 1:2.67 ft 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick 1, 2, 6, 13, 14 & 21S 1:4 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density/ft Any of the insulations listed for Base Layer, above. N/A N/A High Density Wood Fiber, GAFTEMP® High Density Wood Fiberboard, PERMALITE® Recover Board Minimum %2" thick N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 12 of 21 M► Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. 19 / 32 11 or greater plywood or wood plank Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density/ft ACFoam -I, GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, BMCA EnergyGuard, EnergyGuard RA Minimum 1.3" thick N/A N/A E'NRG'Y 2 Min. 1.4" thick ISORoc, E'NRG'Y 2 Plus, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5" thick N/A Perlite, GAFTEMP PERMALITE N/A Minimum 3 /4" thick N/A Fiberglas Minimum 15 /16" thick N/A Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick N/A N/A N/A N/A N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners (When applicable: Steel plate only =S, platic plate only =P) (Table 3) ACFoam -I, GAFTEMP® Isotherm R, BMCA EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, 6, 9, 13, 14 & 21S E'NRG'Y 2, GAFTEMP Isotherm RN Minimum 1.4" thick E'NRG'Y 2 Plus, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick 6S, 9, 18 & 21S 1:3 ft Perlite, GAFTEMP® PERMALITE ® Minimum 3 /a" thick 1,2,6S,9, 13, 14 &21S Fastener Density/ft 1:3 ft 1:3 ft 1S(3.5"), 6S, 9, 13, 14 & 1:2 ft 21S NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 14 of 21 r Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex Ply 6, GAFGLAS® STRATAVENT® Eliminator Perforated(laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4 ®, GAFGLAS F1exPly 6 ply sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See GAF application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 13 of 21 Fiberglas Minimum 15 / 16 " thick 1, 2, 6, 9, 12, 13, 14 & 1:2.67 ft 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick 1, 2, 6, 13, 14 & 21S 1:4 ft Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS 1180 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6, GAFGLAS® STRATAVENT® Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 68, GAFGLAS FlexPly 6 ply sheet, #80 Ultima, , RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 15 of 21 Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: 19 / 12 " or greater plywood or wood plank System Type D (1): Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, BMCA EnergyGuard, BMCA EnergyGuard RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 1.3 ". GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1". Base Sheet: Fastening Options: Ply Sheet: Cap Sheet: Surfacing: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima"' Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFTITE #I2 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) GAFTITE #12 or #14 Screws and 3" Plates in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply, GAFGLAS FlexPly 6 sheet, #80 Ultima or RUBEROID 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 16 of 21 Maximum Design Pressure: See Fastening Above Asphalt flood coat at an application rate of 60- lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 17 of 21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: 19/ or greater plywood or wood plank decks GAFGLAS #80 UItimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 V Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gaUsq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 y Membrane Type: Deck Type 1: Deck Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR Wood, Non - insulated 19 / 32 " or greater plywood or wood plank Tile Underlayment, Base Sheet mechanically attached. GAFGLAS®#80 UltimaTM Base Sheet, RUBEROID® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FIexPlyTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (90 °) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 20 of 21 4 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'' /" Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (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.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page21 of 21 • RCOF COVERING MATERIALS , 'TEVT) •ROQFTNt SYSTEMS (TGFU)— Continued ; rnr :ooard and over'ayment board are offset 6 in. with the joints in the - If potyscyien4 i s Paq of the roof system, it must be placed below the :ryment board. •'«^le plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to rDe hot.asphalt. _f�LN �atavent Mailable Base Sheet" may be mechanically attached or WpPed over noncombustible decks and as a recover over existing roof ms. tiLAS pertite Insulation may be utiU2ed as a cover board over "EVERGUARD" ton in any of the following systems. ASPHAU FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS ,iminnen Base Sheet") is a suitable alternate for Type G1 asphalt glass ply sheet CGAFGLAS Pty 4' or " GAFGLAS Ply 6") in the Class A, B or C roof ms indicated below. roof deck may first be covered with a Type G2 asphalt glass mat base ' GAFGLAS Stratavent (Vent -Ply) perorated" or " GAFGLAS Stratavent -ply) for imitable deco,'. Perforated to be mopped and naitable to be side down. HI option Type G2 asphalt glass mat base sheet (" GAFGLAS #75 Base "GAFCIAS #80 Premium Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) "ilable dada') may be substituted for G1 asphalt glass fiber ply sheet ' LAS Ply 4' or 'GAFGLAS Ply 6') as the nailed base ply in the following m ply or base sheet may be solid mopped, spot mopped or mechanically 4 otherwise indicated, all insulations may be hot mopped or mechanically !LAS Hashing" or 'Ruberoid° may be used for flashing in any of the Class r C systems thted be ' is referenced, this includes "GAFTEMP PERMALITEe' or any 'L Classified perlite insulation. cd stone or slag are suitable alternates for gravel in any of the Class A, systems listed. !_rrat cement fiber building units are considered suitable to be included it in the following Class A, B or C systems listed over C -15/32 or NC. 'e of gypsum board under any of the following Class A, B or C systems a `!ty effect the rating. The use of 1/2 in. min gypsum board is pta temate for insulation over C -15/32 decks. =e or r.4ystyrene insulation board between min 3/4 in. perlite board Lk with rosin alternate for isoc board in p the r following n Class A 8 or C IMP iie A' may Isotherm s substituted 'GAFTEMP Tapered Isotherm RA' and "GAFTEMP ,g fi bstituted for any isocyanurate insulation in any of the ull 'Fenno Mop' may be uti6ted with any of the following 'Asphalt Felt with Hot Roofing Asphalt." :• AS if80 Premium Base Sheet may be used in any of the following i ofing asphalt, for use with o w organic and glass felts or modified bitumen !Ks. . t C-15/32 Class A tuta (Optional): Incline: 3 (ptional): One or more layers perlite, wood fiber, glass tr, isocyanurate, urethane, perlite/isocyanurate composite pertite/ �� composite, wood fiber/rsocyanurate composite, phenolic, any Sheet Three or more layers Type 61 " GAFGLAS Pty'4" or " GAFGLAS Ply hot mopped. C-15/32 .Gravel Incline: 2 • -Walden (Optional): One or more layers perlite, wood fiber, glass zr• isocyarurate, urethane, pertite/isocyanurate composite, perttite/ composite, wood fiber / isocyanurate composite, phenolic, any Sheet Three or more layers Type 61 " GAFGLAS Ply 4' or " GAFGLAS Ply Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Nr Incline: 2 ulat (Optional): One or more layers pertite, wood fiber, glass isocyanurate, urethane, pertite/isocyanurate composite, pertite/ ` composite wood fiber/rsocyanurate composite, phenolic, 2 in. • Sheet Two or layers Type GI " GAFGLAS Ply 4' or " GAFGLAS Ply Sheet; One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Ni" MMIMP . ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU)— Continued Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5 peck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). • Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6', Cap Sheet .One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet'. 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6'. Cap Sheet: One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 . Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite /urethane composite, phenolic, (offset Base Sheet:One more layers of Type 61...62-or G3. Membrane: One or. more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck C -15/32 incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch' (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop° (smooth or granule) or 'Ruberoid Mop Plus' (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 1. Deck C -15/32 Class B Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 " GAFGLAS Ply 4" or "GAFGLAS P1y6' Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 • Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: ' GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 1. Deck C -15/32 Class C Insulation (Optional): One or more layers e perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, ph 'enolic, any thickness. Ply Sheet: Three or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6'. Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING,COAL TAR 1. Deck: C -15/32 Class A Incline: 1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: GraveL COMBINATION HOT AND COLD SYSTEMS Class A 1. NC Incline: 2 Deck Insulation (Optional): One or more layers pertite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 ' GAFGLAS Ply 4" or " GAFGLAS / Ply 6'. FROM: II► 03/07/2003 1 4: 26 MEDITERRANEAN ROOF TILE 4 3058857546 954 578 1042 '41 - _ 12; • TR 14:37 FAX 954 578 1042 MM :� ADE APPROVED: or/14/2uot PRODUC CONTRO . NOTI C OF ACCEPTAN rt Polyfoarn Products, Lie. 2400 Spring - Stuebncr Road Spring ,TX 77383 -1132 Your application For Notice of Acceptance (NOA) ot: . Two Compon 1?oiyurcthcae Foam Adhesive under Chapter 8 of the Cade of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for aceeptance.by the Miami - Dudc County Building Cody: Compliance Office (BCCO) under the conditions specified herein.. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manuftei:turer's plant for quality control testing. Tf this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if is is • determined by BCCO that .this product or material fails :to meet the requirements of the South Ftorida IIuilding Code. I'lte expense of such testing will be incurred by the. menu facturcr. ACCEPTAN IYO.: �t- n.52t EXP IRES: 05(10/2006 FAX NO. : Raul Rodriguez, Chief Control Division r S rS met covFRSHE . art: ADDt)'t AL PAGF FOR Sp CTFIC NT) G (NF.R� L cQNT)IT . BUT i'G,DR COTh � PR O D QCT R2F VIE \V COMMl f'X'FF This application for Product Approval has been revie by the BCCO and approved by the Building Corte and Product Review Committee to be used in •Miami - Dade County, Florida under the conditions set Corti above. • • r+a 043aao Ibc2000t4.ompLacess+«ke 2ex p onon caw ;mgCdot POLYFO M PRODUCTS, INC. • • Mar. 11 2002 04:53PM P1 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLADLER BUILDING DUILOING CODE COMPLIANCE OFFICE METRO -0ADE MAULER. BUILDING 140 WI!ST F1.AGLE- R STREET, SUtTe 1603 MIAMI. FLORMA 33130 -ISO (305) 375-2901 FAX (303) 375 -29ns CONTRACTOR LIGENNSINC SECI7nN 0 -2537 FAX (301.173 -23.01 COtrt ACTOR (3051 375 PAN 005) 375-2905 PItoDUC•r CONTROL AIVygtQN tloYj 37s -2401 NAa (3 di) )72-6)) N0.278 D001 Francisco J. Quintnna. R.A. Director Miami-D:1de County Building Code Compliance Office In cornet mull adLJrrs's. p om ® - t HOenapab►t: hup://www.buildirtecideonli4C-corn qe71 X 001. FAX NO. : 03/07/2003 14:26 MEDITERRANEAN ROOF TILB .? 3258857546 12/10/02 TVE 14:57 FAX 954 578 1042 POLXF'OAllt PRODPCTS.INC. ( I' olvf�m p r odn cts n Foam proe RTFI000 N/A ProPack ®30 & 100 2.2 Typical Physics Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Tmostn isSion Dimensional Stability N/A 1 Properties: Tent ASTM D 1622 ASTM.D 1621 ASTM D 1623 ASTM D 2127 ASTM E 06 AST1V1 D 2126 g Mar. 11 2002 04:54PM P2 : ACCEPTANCE No.: 01 - 0 2 IIZ ROOFING ASSEMBLY•APPROVA1, Cam. ,teEory: Roofing S °h 'O Roof Tilc Adhesive urCristls- rolyurciltnne �• SCOPE This approves Polypro® AH 160 Its manufactured by Polyfo:tm Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements. as determined by applicable building code, does not exceed the design pressure values obtained, by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyprb®AN 160. Where the attachment calculations are ,done as n moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by sr c Test • pplit '1 n 2 eR___ ,S�eei &c tie Polypro® A11160 N/A PA 101 Approval Daac_ .tuna 14 2001 Expirttion Dale: Mnv 10 2.1 Components or products manufactured by *thcrx: Any Miami -Dade County Product Control Acceptcd'Roo(Til Assembly having a current NOA which list uplift resistance values with the use of Patypro A11160 roof tilt a dhesive. Results 1.6 lbs.Jft,' 18 PSI Parallel to rise '12 PSI Perpendicular to rise 28• PSI Parallel to rise 0.08 Lb 3.1 Perin / Inch +0.47Y Volume Chnnge © -400 F...2 weeks . +6.0% Volume Chan 1- lurnidiiy. 3 weeks • Product D Crj jp Two component polyurethane Dispensing Dispensing Equipment Flank Zuloaga, RAC Product Control Examiner NO.2 76 V002 OIOD2 FROM : mr FAX NO. : 03/072003. 14:26 MEDITERRANEAN ROOF TILE a 3058257546 `12/10/02 TOE 14:58 FAX 954 578 1042 t'olyfoam Products, Inc. otc: Thc phy8icnl properties listed above are us typical nyerigc values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3_ LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AFI160.shall solely be used with flat, low. & high tilt: profites. 3.3 Minimum underlayments shall bc in compliance with the Roofing Application Standard RAS 120. 3.4 hoof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof rile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 RoofTile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. (2 W • MS 4. INSTALLATION 4.1 Pol Alit 60 may be used with any roadie assembly having a current t' OA that lasts uplift resistance values with the use ofPotypro® AHIGO. 4.2 Potyprog AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile . assembly's adhesive attachment with the use of Polypro0 Ali t 60 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. Thc adhesive attachment data is noted in the roof tile assembly NOA • , 4.3 Polypro® AH ib0 roof tile adhesive and its components shall bc installed in accordance with Roofing Application Standard RAS 120, and Poiyfoatn Products, Inc. "Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 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. 4.5 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 bc maintained between 1.0.1. (5 (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. 4.6 Polypro® AH 160 small be applied with Foal RTF 1000 or ProPack ®30 & 100 dispensing equipment only. 41.7 Potypro® AN 160 shall not be exposed pernmnently to sunk POLXFOAM PRODUCTS, INC. 3 Mar. 11 2002 04:54PM P3 ACCEPTANCE No. s 01- 0521.02 • Frank Zuloaga, RRC Product Control E..xamincr N0.278 D003 1003 FAX NO. : 03/072003 14 :26• MEDITERRANEAN ROOF TILE 4 3059g57546 ' 12/3.0/02 TUE 14 :58 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. POIvfoarn Produ inc. 4 Mar. 11 2002 04:55PM P4 ACCEPTANCE No.: 0101 - 0 052 4.8 Tiles must be adhered in freshly applied adhesive, Tile must be Set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AI-1 t 60 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each genetic tile profile requires clic specific placement noted herein. Table I: Adhesive Placement For Each Generic Tile Profile I'lucurrcnt Single Paddy Weight "rwo Detnil Min. (2rrums) 5 . LABELING Ail Polypro® ATH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable properly evaluate the installation of this system Building Code in order to • Prank Zuloaga, RRC . Product Control Examiner NO.2?a D004 q 004 J'4jfnsnl Products, Iic. FAX NO. : 03/072003• 14:26 MEDITERRANEAN ROOF TILE 4 30588575x6 1 '12/10/02 TUB 14:58 FAX 954 578 1042 POLYFOAM FRODUCTs.INC. j • • A DHESIVE PLACEMENT DETAIL 1 SINGLE PATTY r1.,e. +eo pollen aw aa.. vvun ow ®e, ANA U weand mark p( pm Wo. Evian me add mn aoalZ.at Omit Aaam>r *pi ry E'^ ciorui Wesdida F 10 Oren 5 • Mar. 11 2002 04:55PM P5 ACCErTANCIr Na : O1 D521.02 NO. 278 D005 005 wine meiNaf 17 tom �a LOMB i $ r. eowareuh K.wnao. DDpd/lt";rma B11111"1h iw. w.en nv.ido Ian. Dpm adka .e IQ 0. Ce t r from &alt* age of Monk Run title 1/4 aa1. 7>JCladrq It Zuloagn, RRC Product Control E.eaminur • • FROM A ;� 03/07/2003 14:26 MEDITERRANEAN ROOF TILE + 3058857546' 712:10/02 TUE 14:$9 FAX 954 578 1042 POLYFOAM PRODtJCTS,INC. Polyt'or m Products. Inc. FAX NO. : Mar. 11 2002 04:56PM P6 I • ADHESIVE PLACF.MiNT DETAIL SINGLE PATTY ACCEPTANCE No. : 01,052t.02 NO.278 P006 o06 Franc; Zuloxga. RAC Product Control E''rniner