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ROOFING
Date ) D 14 &Cob Address Legal Description Historically Designated: Yes No X. Owner/Lessee / Tenant NI r. k.17-1,.1, Master Permit # 7 / //-se 1X3`1 hi .E. 4- Eb 1 l B lki IL) c=_. r,00( t bu Address Owner's Address Contracting Co. Qualifier State # PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 2.31 M . E, qcf NU Municipal # Competency # 1 c / Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFIN') PAVING FENCE SIGN Wr•._reA ltF_i t. p. T. L € 12.A6 WORK DESCRIPTION Square Ft. 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 zo • g. Furthermore, I authorize the above -named contractor to do the work stated. Signature o owner and/or Condo Preside p1 kyoo - 1IS. • • Al r 0 - 3 o Presi en , ate o b av p U OP$RIAL NOtAb r dl ANGELA M BECKER OOMBSSION NUMBER CC786697 y ��p rev COM MSION EXPIRES OF Fk.O NOV. 15,2002 191 Notary a o • and/or Con My Commission Exp' FEES: PERMIT VI V RADON APPROVED: Zoning Mechanical Building to ate Phone 3s - 7 7 -- S— SS# «- - Phone 14- 177 0 Ins. Co. 4t NEW _CO Si Estimated Cost (value) My f • - M ANY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION F.XP. MAR. 1 002 �Z ontractor or Owner - Builder c P , 4 - 1 43 41 0 7 4. as to C. •ct. o Aw ` •: '} ommissio Signs tur C.C.F. (1 NOTARY s / BOND Electrical of41O Date o- - Y/-ov Date Plumbing Structural Engineer Homeowner claims there is a leak in the garage roof, after tile has been installed. Make sure leaks has been repaired before approving final. CG 8/9/06 SPOKE WITH HOMEOWNER, MR. KELLEY, LEAK HAS BEEN REPAIRED, EVERYTHING IS OK NOW 8/31/06 CG. q, iL Passed Inspector Comments (y • / i 0 4— •Q- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 15767 Permit Number: RF -4 -06 -1058 Inspection Date: 08/2812006 Inspector: Grande, Claudio Owner: KELLEY, STEPHANIE Job Address: 1237 99 Street NE Project: <NONE> Contractor: KAWALEK ROOFING, INC Friday, September 1, 2006 cl- bhI 0 6 Miami Shores Village, FL 33138- Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050090090 Lot: Phone: 786- 277 -9540 Page 1 of 2 UPLIFT REPORT OK. SEE ATTACHED. 8/31/06 CG. dY� Inspector Comments Passed 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP- 15766 Permit Number: RF -4 -06 -1058 Inspection Date: 04/2512006 Inspector: Grande, Claudio Owner: KELLEY, STEPHANIE Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132050090090 Lot: Phone: 786 - 277 -9540 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 l .6 Y 51 76 2 riti4 27 ?A 52 77 3 _ 28 53 78 4 29 i 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 i 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 _ 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 / 70 95 21 46 / 71 96 22 47 72 97 23 48 73 98 24 49 i 74 i 99 25 50 _ 75 100 SITE SPECIFIC INFORMATION Job Address Owner's Name: ' • r l < Permit # �S'4 '- 1 O 34 e'.2171 I- t 1 5 � ft Roofing Contra to �Me�- K -Pt t--)67. (L Co a p (e & D g r: i 1 - Moe-) te-a- --tI -.fit- Type of Tile. � � - � � �- • abate Installed. $ Approximate Roof Height: 1, -1— feet Roof Pitch: 3 ` iZ Type of Access to Roof: Scaffolds °Ladder Other Approximate Square Footage of Roof: ) 'DO 0 ft Required Testisg Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested 6 ' 21 - D( , IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT DUALITY CONTROL TES THIS REPORT - UB ED BY: I / •4,f - P.E Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 TEST RESULTS P = PASS, F = FAIL Project No 10 519 M I f } 1 i t EMElla 1111.11 - i ! ; 1 -I i - asammareammonmEnnrimiumna 1111 •i11 amaummtiM1i LEIN.1". r� i i "1. WH I g Ali. ..,i•u smaismamairmandstraarkaummor masamiamsarawaitimmregumums immminummiriummine NIMIIIIMIIIIUIIIIWMUJMIMIIMMUNNWIEIIIIIUUIII WIliii 111111111 d mammonaareimmuluverrasztaama mummiumumananauninuun 1 if N 3 1111116111111111 n ma ■E t , i 1 It, I t I E �� t t j e i I [ 1 ; r ¢ P r F F r a f { f f Sketch of Roof Notes. j ( 2 3 Jc t9 57-, comtractor _ f Qiec e R �f l Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -15765 Permit Number: RF -4 -06 -1058 Inspection Date: 08/03/2006 Inspector: Grande, Claudio Owner: KELLEY, STEPHANIE Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, August 2, 2006 6 0 8 REC'D Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050090090 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Inspection Number INSP , Permit Number: RF -4 -06 -1058 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Owner: KELLEY, STEPHANIE Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090090 Lot: Phone: 786- 277 -9540 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING True (45 b Inspector Comments . Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number INSP , Permit Number: RF -4 -06 -1058 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Owner: KELLEY, STEPHANIE Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090090 Lot: Phone: 786- 277 -9540 Page 1 of 2 I nspection Number: INSP - 15764:, - ; ° = Permit Number: RF -4 -06 -1058 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Hot Mop Owner: KELLEY, STEPHANIE Work Classification: Roof - New Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132050090090 Lot: Phone: 786 - 277 -9540 Page 2 of 2 q Passed / 5 U 7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 15764:, - ; ° = Permit Number: RF -4 -06 -1058 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Hot Mop Owner: KELLEY, STEPHANIE Work Classification: Roof - New Job Address: 1237 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, May 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132050090090 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Date 05/03/2006 Permit Receipt Permit Number: RF -4 -06 -1058 Invoice Number: RF -4 -06 -24628 Applicant: STEPHANIE KELLEY Company Name: Payment Type CheckNum Check 6616 Amount $328.70 Total Payment: $328.70 Wednesday, May 3, 2006 Page 1 of 1 Issue Date: 4/27/2006 Owner's Name: STEPHANIE KELLEY Permit Type: Roof Work Classification: Roof - New Job Address: 1237 99 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/22/2006 Contractor(s) KAWALEK ROOFING, INC Phone 786 - 277 -9540 Primary Contractor Yes Comments: TEAR OFF EXISTING FLAT TILE ROOF; REPLACE W/H A NEW MONIER 9" COLOR THROUGH ALL TILES THE SAME COLOR FLAT CONCRETE TILE ROOF SYSTEM (COLOR VERONA WHITE) Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Building Department File Copy Ap licant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -1058 Phone: Total Square Feet: Total Valuation: Required Inspections 1132050090090 Lot: PB: 2900 $ 18,700.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $11.40 $3.80 $300.00 $6.00 $7.50 $328.70 Invoice Number Amt Due RF - 4 - 06 - 24628 $328.70 Total: MN( 0 3 PAID Amt Paid 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. IM@ME7M ?; 2 E 2 BY: BUILDING PERMIT APPLICATION FBC 2001 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) WE' (. �1 A► ✓�igIL/ a e Phone # 3°5 $q3 600 Owner's Address 1a 3 / t ci _T 6--1 I City M Shp re-3 State FL Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa _e County Miami -Dade Is Building Historically Designated YES NO V Contractor's Company Name lA(JuW Xt !' < R o - et rt. Contractor's Address R 0 i 6 ox 53105) r City I a.W1 State Qualifier Pam c v'J 6 K State Certificate or Registration No. Certificate of Competency No. 3 8 S 00 L 3 ZJ Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ 3 , (Continued on opposite side) Miami Shores Village «-i. Lo' Building Department I (7-2— I moo Submittal Fee $ Permit Fee $ 3 q q -11 139 - 1 Type of Work: ['Addition ❑Alteration DNew d air/R e �� � (� EJ Demolition Describe Work: -- rear �N � � r 'C 01� -�I 1 e r o Y�'Qip k�-e, Q• mo rN r e_- q i Go 101- -f-hro u,� 1 a.1 l -t 1 e6 -1-h e3a,me.. o con c -F e. o ► ern. (Go for ero r\& tAlhi CNK 6�/6 NAY 0 i RAID Permit No. ZF O ( — ) O 5 Master Permit No. 333$ Phone # 305 / 97 —01 Zip 33)32 Phone # Zip Square Footage Of Work: a 100 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 33) 32 CCF $ I . 4C • CO /CC Notary $ Training/Education Fee $ 3. ap . Technology Fee $ — 7 - SO Scanning $ G. w Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 conunenced 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 30 day of ar ch , 20 j jL by eh(IStvphl ( P. itt,itt'Il �ho is personally known to nte'or who has produced As identification and who did take an oath. NOT LY PUBLIC• Sign: Print: My Commission Exp * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * ** ** * * * *** ** * * * * * * ** ** * ** ** * * * *** * ** * * * * * * ** ** * * * * * * * * * * ** 1 z APPLICATION APPROVED BY: chc 05/13/03 ......... DALIA E. MADRID Y MY COMMISSION # DD 214511 o „t � EARes*M ► ' R4,1110 g Bonded Thru Notary PublcUnderwritero I` Contractor The foregoing instrument was acknowledged before me this day of - --32 w by ny" Jl. , v o is personally known to me it who has produced as identification and who did take an oath. ��� U j Ff NOTARY PUBLIC Print: My Commis ✓ 2 4j.kes : J.VAZQVAZQUEZ 1‘.4Y COMMISSION # DD 415936 ita *- * * *Jr .lorded Thru Notary Public n orn i * Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO . 2.1- C 6- TAX FOLIO NO. 1 32. MOO C STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 33) 3.2) 2. Description of improvement: e--re 3. Owner(s) name and address: ` hri'syhr-- Interest in property: 0 WA t Name and address of fee simple titleholder: PAA l £ 4. Contractor's name and address: 1'&1.1A V101.1&IGlt - c V . 0, B OX 5 53) 051 M, ((J_w I 3315 STATE OF FLORIDA, COUNTY OF DA rHEREB y CERTIFY that this E a true c 5. Surety: (Payment bond required by owner from contractor, if anM)nal bled in this offce'o Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or ot►,: documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe • a Jr= specified)__: CIEDIC f the day of ure of wner /� Print Owner's Name C A f' ,t4,-- Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 l 3'J IJi 9 9 111111111111111111111111111111111111111111111 CFN 2OO6RO41387 S OR Pk 24436 Ps 4298; (1PS) RECORDED 04/18/2006 11:23:25 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE .6 - ►tA i&vva .£hors, P J/ J /2.3'7fE frcM 33/3e • ..iTNESS my h . nd and Offic,al Seal. ;IARVEY RUVIN, CLERK, i Circuit nd County Courts B DAUA E. MADRID 14511 EXPIRES: Ma 22, 2007 Natters Address: ..y Prepared by 90tAil )akv4JP. . goir 6 /7 3 3iJF- Contractor's Name Job Address 0 Florida Building Code Edition 2004 : : :': : High Velocity Hurricane Zone Uniform Permit Application'Fbnh • Section A (General Information ) .... •.•.. Master Permit No. 06 t 0 5) Process Not • P911 Otiahlek 1?-3 . 123 ❑ Prescriptive BUR -RAS 150 ROOF TYPE Ago° • . • • • • ••. .• •• • • • • •• .- - ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /A ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood S Shingles A pp vggof LB'Reroofing ❑ Recovering ❑ Repair B Y.FFO 6 t ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) • • • • .. •_ • • • • • Total (SF) • • • • • ... • ... • .. . . . •• • .. • •• • . . . • .• • ..•. ... • • • .. • • • ••... • SECTION B (Roof Plan, Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Notice of Acceptance Number: 0a °' \ oa 11 - o g • • • • • • • • • ••• • • • • . • • • • • • - Minimum Design Wind Pressures, If Applicable ( RAS 127 or Calculations): Pmax1: L i r1 1 6 Pmax2: I uD I - b Pmax3: 1 o Oi b •• . Maximum Design Pressure 1 ` (From the NOA Specific System): Method of Tile Attachment: t2 O1 j A11/1 Florida Building Code Edition 20tL4 : : :°: : High Velocity Hurricane Zone Uniform Permit ApplicaIiort T orn'i • • • • • • • ••• Roof Slope: 3 : 12 Steep Sloped System Description Deck Type: Ridge Ventilattinio//n? Section D (Steep Sloped Roof SXstem . • • • : •::: • Type Underlayment Insulation: Fire Barrier: Mean Roof Height: • • ... • • • •.• .. .. • • • .• .. 1%12 V- ,joint 1 80 IA.I-Fi may Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: 1 / a non ors p), A-1`f CA oc f led Roof Covenng: I" ► b h l'61 I l41 or ►orb (WI c.or�u-� +i 1 e Type & Size Drips Edge: axawhit-e Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M, NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions w NOA M, Required Moment Resistance* Mean Roof Height -i Roof Slope 4 15' 20' 26' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • -. • ••.. - - • • • • • Florida Building Code Edition 2004 • . : :• :: • : : High Velocity Hurricane Zone Uniform Permit Appficatron•am: ' ' •:- Section E (Tile Calculatimira : • • • • • - • • • ... . . . For Moment based tile systems, choose either Method 1 or 2. Compare the values for M the values from M1. If the M are greater than on equatto the M. . • • • values, for each area of the roof, then the tile attachment method•ip $egepta4I • • • • • •••••••. • • •• • • • • • ••• •• Method 1 "Moment Based Tile Calculations Per RAS 127" (P x 1 = - M = M r , NOA Mr (P x 1 = - M = Mr2 NOA M, (P x 1 = - M = M NOA All, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below _Lc3, NOA M, 11 1 q *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. All calculations must be submitted to the Building Official at the time of permit application. • • •- ••• ••••• ••• • • •••- • • • • • • •••• • • • ••• • • • ..• • For Uplift based tile systems use Method 3. Compare 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 roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = xw:= ) - W: x cos 0: = F NOA F' (P x 1: = xw:= ) - W: x cos 0: = F r 2 NOA F' (P x 1: = x w:= ) - W: x cos 0: = F,, NOA F' . . • ••• • •• SECTION 1524 • • • • . . • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NDTIFIrATJO�FOk w( NG • CONSIDERATIONS ••• ' 1524.1 As it pertains to this section, it is the responsibility of the roofing cofit taro 1 el' ie Qmer with the required roofing permit, and to explain to the owner the content of this sectior.:11eNolis23ns of,dhapter 15 of the Florida Building Code, Building govern the minimum requirement "and standards e fEdge industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Ofih 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ( 62A 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). I v I fl 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. 4 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. l Z� / off 46uAl wcier's gent's is afire Date Contractor's Signature 6 e\ ma- -■A+∎a _ • • • •• • .• • ••• •• ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • ••• MIAMI DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION • • 00* • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • 000 . • • • • • • • • • • • 000 • • • • NOTICE OF ACCEPTANCE (NOA) • Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC •• • • • • • 0'0 • • • • • • • 000 • • • • ; ;. • ; : MIAMI-DADE COUNTY, FLORIDA 000 0 • • ... • • • i i : Tko -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: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles • . • • • .. • • • • • ••• •• • Concrete Dimensions 1 = 15" w = 10' / 1 '/" thick 1= varies w = varies varying thickness Test Specifications Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 • . .•. • • • • •• •. •. • • • • •. •. • • 0 • • • • • • ••. • . • • • • • • • • • • • • • ••• • • • • ••. • • • . . . . • • .• • •. • PA 112 PA 112 • ..• • . . • • • • • • • • .. • • • • • • • • • • • • • • • .. • • • .. • • • .. ..• •• Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test A2encv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • •. • • • • • • Test Identifier ; . . • :TOst Nanie/Repwrt 25- 7183 -6 • • • Static Uplift Testing PA 102 •(2 ride Screws, Direct .•.•• • 25- 7183 -5 25- 7214 -1 25- 7214 -5 . PO402 P0631 -01 • 7161 -03 Appendix II Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations • • • .. •• • • • • • • • .• • • • • • • • • • ..• • • • • • ••• • ••• • •• • • StatiO Uplift Vesting PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System NOA N Expiration Approval Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 o.: 02- 1211.08 Date: 12/16/07 Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 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 Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft Tile Profile X (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 3. LIMITATIONS • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •.. • • • ••• • •• • • • • • • • • • • •.• • • • •.• • •• • • • • • • • • • • • • • • • • • • • • • • • •.••• • • .•.• • • • • • • • • • • • • ••• • • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static #geld.uplift •test shall be performed in • accordance with RAS 106. • • • • • • • •• • • 3.3 Applicant shall retain the services of aAl'iaQu pads Cbubtt Lrtifiid Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment ResistanjeiEx essp+d as a Moirtent -7.41, (ft-Ibf) for Nailt On Systei> i • • Tile Profile Fastener Type Direct Deck • •(m1n:15/32 ": • • •• ••• • o • • •• .• • • • Direct Deck : • '(miff. 19/32" •• ood ,•••• Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw 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' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Aftachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set items Tile Profile Tile Application Minimum Aftachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTM' 118.9 PolyProTM' 40.4' 4 Large paddy placement of 45 grams of PoIyProT'. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • •• • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable markMMfg 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 ise p c g o m p n nte c b gppie 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 .. • • • .• ••• •• END OF THIS ACCEPTANCE ••• • • • • ••• MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 MAR -11 -2004 16:24 FROM -ABC SUPPLY 048 07/23/01 MON 13:08 FAX 954 578 1042 • MIAM!O PRODUCT cONTRQL NOTICE OF ACCE Polyfoam Products, inc. 2400 Spring- Stucbncr Rood Spring ,TX 77383 -102 The expense of such testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01 0521.02 EXPIRES: 05/10/200(1 APPROVED: 061(412001 561 585 4657 T -779 P.001 /008 F -260 POLYFOAM PRODUCTS, INC. 11OO2 • :• .•. • • • •. .. • • • M1,�16 (.DAbe FLORIDA METRO -DADE FLAGLER 0UILDING • .owtt •nwc q3q co�ItPLFAtic •- OFFICE ••' h1t: CIAO- ABl3 WINO • lanwusil'u( n Glttt sfUL r .i vim 1( PTANC • • (305) 375.1901 FAX (305) 37S -29(W M . •• • IAMI • • , FI •• .ARIDA 33130.1563 • • • •C0141t1(� Q�JJC�.1ys11Vc, NI� :C1'I(1N • . • :3151475:2527 FAX 005)37S-255x coxrlta LNFoRCE MELT DIVISION (305)375-2944 FAX 003) 375.2 u rROuUCI' CONTROL DIV1910N 00)37i-2902 FAX 005) 372.43)9 Your Application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Mimi -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code 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 manufacturer's plant for`quality control testing. If 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 it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, Raul Rodriguez Chief Product Control Division TI•IIS 1,5.111E COVFIRSt1 tE T, SF E ADDITION.l1. PA CTS FCIIZ SPECI ANI) CFNItRAL COrW1TIONS BUI C ODE $ PRODUCT R VWW COMMITTF This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami-Dade County Iittiltling Code Compliance Ofree 11s0i50001pc20001 \tomplatexlnouc• acc.pwnce eater pag%doi I nternet moil uddress: paitmaslart bu 1Iouicpuge: http : / /www.bulldinRcudoonhIne.com • MAR -11 -2004 16:24 FROM -ABC SUPPLY 048 • 07/29/01 HON 13:08 PAS 954 578 1042 P*loom Prsducts, ROOFING ASSEMBLY APPROVAL f it:torv: Roofing Soh- Catego RcictrTilo Adhesive Materials: Polyurethane 1. SCOPE This approves t'ulypre® AII1G0 as manuracturcd by Poly fount Products, Inc. as described in Section 2 o1 this Notice or Acceptance. For the locations where die design pressure requirements, as tleterrnined by applicable building coda, 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 protile roof tiles system using Polypro®t® A1-1 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® Ali 160 Foamproe RTF1000 ProPack130 & 100 f)in%ensinns N/A N/A N/A 561 585 4657 T -779 P.002/008 F -260 P0LYF0AM PRODUCTS.4NC,• ••• • • 1003 . .'. • • • • • •• .• • •.. • • • • • . • • • • • • . . ,, • • •.• • . • • • • ••. ACCEPTANCE No. : 91- 0S2l,QZ • • Test Specifications PA 101 • • • . • • . • • . . .4). • • • .. • • 100 ' • • • • • • • . . • • • • • • • • Approval Date:�Jttnc I4 2(1012(101 �• lixl+jcalaun brute: t+• ..• • ' .. • • '• ' • • • ' ... .. Product D i t'n Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by other,: Any Miami -Dada: County Product Control Accepted Roof file Assembly having a current NOA which list uplift resistance values with the use orPolypro A11160 roof the adhesive. 2.2 Typical Physical Properties: Property Tem Density ASTM 0 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM r 96 ASTM D 2126 Results 1.6 Ibs./11' lg PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel io rise 0.08 Lbs. /Ft 3.1 form / Inch +0,07% Volume Change © -40 P,. 2 woks +6.0% Voli,nt: Chan •u 1 Ium icray, 2 wick(; frank Zuloagn, RRC Product Control Examiner 561 585 4657 T -779 P.0031008 F -260 POLFFOAM PRODUCTS, INC.. •.• • • • ••• IJVu4 • • • .. . . • • . . . • . . . • • • ... • • • • 1 Polyfoam Products, Inc. ACCEPTANCE No.: O1- 0$21.02 • . • • •.• • .. • ••. ••• ... • • • Note: The physical properties listed above ore presented us typi4Al ev8rstge vntnes tsdeie iuDie •lky nccepted ASTM test methods and ore subject to normal rnnAufnctdring rgrinlion. '• • MAR - 11 - 2004 16:25 FROM - ABC SUPPLY 048 07!23/01 MON 13;09 FAX 95'1 5781042 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refdr tq tale Pripprod RoorTile Assembly for fire rating. •• ... • • • • ' • 3.2 Polypro® AI-1160 shall solely be used with Ilat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard 11AS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their the assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, (1 —) W F-- 3 M5 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assetbly having a current NOA that lists uplift resistance values with the use of Polypro® AE(160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro® A1.1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AI-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoatn 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. Polyl'oam 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" cotponent shall be maintained between 1.0 -1.15 (A) : 1.0 (13). 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® AI•I160 shall be applied with Foampro ILTF1000 or ProPack® 30 & 100 dispensing equipment only 4.7 Polypro® AH160 shall not be exposed permanently to stint' Frank Zuloagn. RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic' ilc rofile • • ••• •• Tilcl'reiile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. rams Flat. Low, Hi_h Profiles 1111.1 N/A High Profile (2 Piece Barrel) 17 /side on cap and 34/ an Flat Low, Hi h Profiles ttz Flat, Low, Hi h Profiles tl3 8 MAR -11 -2004 16:25 FROM -ABC SUPPLY 048 07/23/01 HON 13:09 FAX 954 578 '1042 Polyfonm Products, Inc. 561 585 4657 t'ULkFUAn 4 T -779 P.004/008 F -260 • ••• • • ; ' •; • • • • • • •, '• • • • . • • • 1.1 • • • • • ACCEPTANCENo' :'01- 05210& • • • . • • . • . . 4.8 Tiles must be adhered in freshly applied adhesive. Tile di tke se u i . . tllita 2 3 : • minutes after Polypro® AH I GO has been dispensed. •. • to : • • • • 4.9 Polypro® • AH I GO placement and minimum patty weight shall be in accarda�ice wit the ' Placement Details herein. Each generic tile profile req • uo o rc5 tho 9P1c pillioplacement noted herein, '• • O O O O ;. • .••• • 5. LABELING Ail Polypro® AH160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloa8a, RRC Product Control Examiner MAR-11 -2004 16:25 FROM-ABC SUPPLY 048 07/i3/01 HON 13 ;09 F4U 954 578 1042 Po v o;► ro du s Inc. 561 585 4657 T -779 P.005/008 F -260 YULYHAM !'KUUUI. "1'J,1iv... ryvvv •.. • • •• • • ••• • • • • • • • .• .. • • • • • . . • • ••• • • • • • • • • ACCEPTANCE NO.�: Ol 0521.02' • • • • • • • • . • • • ADHESIVE PLACEMENT DETAIL 1 Li . .' • • •• a. • • • • SINGLE PATTY • • •• • •• . • • • . • • • ••• • • 1) Plan enlyh *Oohs to+chile 17Io1 baoon+l2M a for wire l.Che1 tI er.{Ia IMAM pa 11Mp Yech *pollution; 11 rum cowl WIMe feet film e®.eM to lo. re1 IA. fiat IVulde0po War 110 lbI WWI tM IM. 3 WNpheh huh Crank Zuloaba, RRC Product Control Examiner Oplla d Pell WNr • low *lib Sliaibleq MAR -11 -2004 16:25 FROM -ABC SUPPLY 048 • 07/23/01 MON 13:10 FAT 954 578 10J2 f oIyFQiim Products, Inc. 561 585 4657 T -779 P.006/008 F -260 POLYFOAM PRODUCTS.'INC.. • • • • • IMy uu i . .. . . . .. • • • •• .. • • • •... • • • • • • • • . • .•• • • • • • • • ACCEPTANCE No.: 01- OS21.02 • • . • • • ••• • •• • • • • ADHESIVE PLACEMENT DETA�Li2 •• ••• • • ••• SINGLE PATTY • Nail through plaulle;anlanl G .• • • • • •• ••• •• Frank Zuloaga, RAC Product Control C&.amincr MAR -11 -2004 16:25 FROM -ABC SUPPLY 048 07/23/01 HON 13:10 FAX 954 578 1042 J'oIvfoltini Products. Inc. 561 585 4657 T -779 P.007 /008 F -260 POLYFOAX PRODUCTS, INC. •. ••• . *" to uue • • . • • • • • :' •'• • • • • • •••. • • • • • • • • • • • • • • - • . : ACCEPTANCE No. : 0 1 Q 5211,0z • • • • • •.. • •. • • � • ••: • � •: :••• ADHESIVE PLACEMENT DETAIC1 ••• : ::•• • • • 0 000 • •�• • • DOUBLE PATTY Nag through plank cement f Single giddy 3 In, undor the u3ln. Single paddy on 2 In. under. laymen _ Single paddy on top of tile Singh giddy on und,rtayment Pddy (between tile) Paddy lundor tile) Ears Cmux 5ingleW..y nder tile Shota paddy between the 7 • • • • • •• .•. •• • ••• • • • • .• Nail through pladlao,men: • • 6111r teddy older t I. Undeneyntent Single paddy between Ill, 2bt.a Tin. miens oh ern alone any e �> 1n,e3In. S {ngla 4 In. Daddy on under - Iaymont Single paddy on top of 111e bra Como Eye Clods 2 h ay1I.medium size paddy rive course only Facia Frank Zuloaga, RItC Product Coaurol Examiner Foods Weaphola f:ew eloeure Drip edge , MAR -11 -2004 16:25 FROM -ABC SUPPLY 048, 07/23/01 HON 13:10 t•AS a34 a•rs 1U4 rularuJ 561 585 4657 T -779 P.008/008 F -260 • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• Polyfo;t,tt Products, Inc. ACCEPTANCE No. : 01- 0521.02 :e: •• ••• • • • • • • • • • • • • • • • • • ••• I . Renewal of this Acceptance (approval) shall be considered after a applieauvn has ten filets and the original submitted documents, including test - supporting data, cngincei=ing documes, an: no older than eight (8) years. • • • • • • • • • nt• • • • • ••• • • • • •• • 2. Any and all approved products shall be permanently labeled with jht; njat *ll ;ctxnr � name; ,city, state, and the following statement: "Mi:uni -Dade County Prdduct'tbntrol Apt,roval ",•pr as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered a, Then: has been a change in the South Florida Building Code alreeting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved, c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fie) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance:: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the ►vords Mia mi -Dade County, Florida, and followed by the expiration date may ba displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, whore it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bo causo for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through!, END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner M I BADE REiMING CODE COMPLIANCE OFFICE (NCCO) PRODUCT CONTROL DIVISION T NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNI'Y,14.C1tIDA METRO -DADP. F7AGLER BUILDING . 1603 40 ) V b • R� 1ICT, SUIt'E • . I f��Z� �t �tE � •; ZVIIA,W.i, II.ORIDA 33130-1S63 • • • • • (3d5) 575- 2901• • TAX (305) 375 -2908 • • •. r--= -- •• • • • . . . . . • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • SCOPE: •• • • • •• ••• •• • ••••••• • This NOA is being issued under the applicable rules and regulations gowe>auogihZ use oCcronst action materials. The documentation submitted has been reviewed by the BCCO and aseepted•by the htniJing Cede and Product Review Committee to be media iu `.fia:ui Dade Cuunty and ,,t1ar areas her allowed by the Authority l laving Jurisdiction (AHJ). '1 his NOA shall not be valid after the cxpiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AhiJ (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 AIII 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 Rubcroid® Modified Bitumen Roof System for Woud Decks. LABELING: Each unit shall bear apermanent 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 bc 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 mate'ials, use, and/or manufacture oldie 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the %oids Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, them it shall bc done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors tumd shall be available for inspection At the job site at the request of the Building Official. This NOA renews NOA #02-O '108.10 and Consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zulcaga, NOA No: 03 -050I .02 Expiration Date: 11/06/08 Approval Date: 1023/03 Page I or 32 ROOFING SYSTEM APPROVAL • • Catceory: rv: Roof• • •' • • • • • • • • • •• •• • • • •• •• • Sub - Category: SBS/APP, Modified Bitumen • • • • • • • • • • • • • • • • • • Deck Tvne; Wood • • ••• • • • • ••• Maximum Design Pressure -75 psf Fire a Classiflcationa See General Limitation #1 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • TRADE NAMES OF PRODUCTS MANUFACTURED LABELED DY APPLICl1NT: TARIE 1 'Pest • • • • • • •L'rodoct • • Product Dimensions Smciftcation • • • : ' •' ileacriptio>t•' GAF Asphalt Co ;t:.rctc 5, 55 gallons ASTM 1) 41 Asphalt concrete primer used to promote Primer (Matrix." 307 adhesion of asphalt in built - roofing. Primer) GAP Mineral Shield® 60 lb. Bags ASTM D 1863 Granules for surfacing of exposed Granules 100 lb. bags asphalt, cold process cement or emulsion. OAF Mineral.Slueld® Granules shall be used for flashing applications only. GAF VeatherCoat® 5 gallons ASTM 12 Surface coating for smooth surfaced Emulsion (Matrix's roofs, Fibered 305 Emulsion) GAF Premium Fibered 1, 5 gallons ASTM U 2824 Fibcred aluminum coating. Aluminum Roof Coating (Matrix' "t System I'ro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather . 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral • Plastic Cement (Matrix" ASTM D 3409 stabilizer and fibers. Permits adhesion Standard Wet/Dry Roof to wet and dry surfaces. Cement 204) GAFGLAS #75® 39.37" (1 meter) ASTiMD 4601 Asphalt impregnated and coated glass Wide mut base sheet. GAFGLAS #80 Ultimo 39.37" (1 meter) ASTM 1)4601 Asphalt impregnated and coated, Buse Sheet Wide fiberglass base sheet GAFGT.AS Flex Ply' ' 6 39.37" (1 meter) ASTM D 2173 Type VI asphalt impregnated glass felt Wide with asphalt coating. (JAF(M.AS Ply 40 39.37" (.1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS ®Mineral 39.3T' (1 meter) . ASTM 1) 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. GAFGLAS® 39.37" (1 meter) ASTM D3672 Fiberglass base sheet coated on loth STRA'I'AVENT® Wide ASTM D 4897 sides with asphalt. Sttrfaced on the Eliminator Perforated bottom side with mineral granule; embedded in asphaltic coating with factory perforations. •• • • • •• ••• •• • • • • • • • • • NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Product GAF'CLAS® Flashing GAF GLAS® STRATAVENT® Eliminator Perforated Naitable RUBEROID® SBS Heat - WeldTm Smooth RUBEROID® SBS Heat - WeIdTM Granule RUIEROID® SI3S Heat- WeIdTM 170 FR RUBEROID® SBS Heat - WeldTrr PI.US RUI3ERO1D® SI3S Heat- Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUliF.RO1D0 SBS Heat- , Wc1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUIHEROEI)MOP 170FR RUBEROID MOP FR RUB E ROIU TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide meter (39.37 ") wide l meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37' (1 meter) Wide 1 sq. roll 87 Ibs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide • Test Product Specification Descriptton� AApb4 coated gttsS'fjt qr nit flashing sheet a,aillbld td t1 ree sizes: ASTM D3672 F►berg1assbase sheet coated on both ASTM D 4897 sides with asphalt. Surfaced on the •5ott6m sideA'ith,fifneral bcandlcSs � einbed?ea iniasplta4tic ciat2n ASTM D -6164 Non -Woven Pblyester mat coated with polymer - modified asphalt and smooth surfaced.: . •. ••• •• ASTM D -6164 Ndtilto;ert I'plSe cogted with polendr Ctd'difiea **It and'surfaced with mineral granules. • ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester that coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D4601, Premium glass fiber reinforced MIS - Type 11, UL modified base sheet Type G2 BUR ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III ASTM D -6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D 6222 Non -woven polyester mat coated with A STM 1) 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Nonwoven polyester treat coated with ASTM D 5147 polymer- modified asphalt and smooth surfaced. ASTM 1) 6164 Non -woven polyester mat coated with ASTM 1) 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non - Woven polyester mat coated with ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral gruuulcs. A ST'M 1) 6222 Heavy duty, polyester reinforced, asplislt AM! D 5147 modified bitumen membrane, smooth st +rfacc. • NOA No: 03.0501.02 Expiration Date: 11/064M Approval Date:10/23/U3 Page 3 of 32 coda RUAEROID TORCH Granule RU13EROLD TORCH PLUS RCIBEROID TORCH FR RUBEROID 1701:1t TORCH R ub' roid® 20 Rubcroid® 30 Rubcroid® 30 FR RUBEROIDA ULTRACLAD® SI3S RUBERO1D® Dual FR. Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrixrm System Pm Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUI3r.ROID MOD Asphalt, Asphalt L & Asphalt P Shingle - Mate'" Undcrlaymcnt Tile -Mate Modified Pase Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 rneter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) • Wide 39.37' (1 meter) Wide . 5 gallons 5 gallons 100 lb. cartons, bulk 60 Ib. kegs 4 sq. roll 301bs. 1.5 sq. roll Test Product Specification s Description ASTM D 6222 1•}eravyduty, p asphalt ASTM 1) 5147 i4odif ecl pittoMi du mlyrang, gr,tnulcc • • • ••• • • • • ••• surface. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147.1aodlfied birds,e}t'ittembrine,gtltnule te . .. ... ASTM D 6222 ZIeavyduty,' it.�lyester reitforeed, coated ASTM D 5147 with fire retardant asphalt modified bitumen mr mhrIne branule •surface. ASTM D 6222 He vydpty, pplygsteCreinferged, coated ASTM D 5147 with fleketor&e t 3s jShaJt tr c*iificd membrane, embrane, grannul surface. ASTM D 6163 SBS modified asphalt base sheet ASTM D 5147 reinforce with a glass fiber that. ASTM D 6163 Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with numeral granules., Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass that coated with file retardant, polyrner- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion aluminum with reflective aluminum flakes Non- fibcred. Aluminum pigmented, asphalt roof coating ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 . ASTMD6I64 ASTM D 5147 PA 100(A) ASTMD 1929 ASTM D 635 ASTM D2824, Type I ASTM 1)312, Types I, 11, II1 and TV A STl'.4 1) 5 147 •. •. .• •. • fa .• • • • Iuterply mopping and surfacing asphalt SE13S modified asphalt Fiberglass reinforced shingle underlayment WS modified asphalt base sheet and iutetply sheet reinforce with a glass filler mat tile underlay mart: NOA No: 03- OS01_02 F 1i ration Dale: 11/06/08 Appruvaal n:.te:10/23 /03 Page 4 of 32 , , Product Tile -Mate hloditied Cap Tile -Mate Modified Cup .Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat M11 -1-(Matrix 715 MB Coating) WeatherCotcTM (Matrix 531 WeatherCote® Elastomcric Flashing Grade) Matrix Low VOC Matrix 101 System Fro SD S Adhesive (Ruberoid ®0'113) Matrix 201 System Pro SUS Flashing (Ruberoid®M1l) Matrix 102 Select S13S Adhesive (Rubcroid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Ccmcnt Matrix 103 Cold Adhesive Matrix 303 Select Filleted Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. t sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Sueciflcation ASTM D 5147 ASTM D 5147 • ASTM 03019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM 03019 ASTM D 2324 ASTM D2R24, Type li ASTM D 3019 Type III Product • • • • • Description • tit tt fvovrn golyelternat loafed with polymer btorlifIcilasph tOnd surfaced ..... . . . . ... with mi ieral granules the undcrlayment. Non -woven polyester mat coated with polymer naddifiktrasphattanir urfaced evilh tninettergrinples ttlaunderlayment. • ••• • • • Surface coating for smooth surfaced and iaj tcptl.sur facegLrocfg,. .. Strrfate.cdatiol}fdr srltaoot ,surfaced and mrneval•st faced goofs • .. . . . . ... •• 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. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Ccmcnt Caulk Grade. Cold Applied Asphalt Adhesive. Fibered alumiuum coating. Non- fibcrcd. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03.0501.02 Expiration Dote: 11/96/08 Approval Date:10/23/03 Page 5 Of 32 APPROVED INSULATIONS: GAFI'EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® l'ermal ite GAFT'EMP GAFCANTT" GAF F.MP Perrnalite Recover Board GAFTF.MP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard 1.1;NICA 1nergyGuard, RA BMCA Composite EnergyGuard, 1(A PYROX White Line AC.'Fuatn I, II & Composite ISO 95.4 ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelire/Urcthane Composite Periitc Insulation Dens T)cck I:'NRCTY -2 & E'NRG'Y -2 PLUS, UltraCiard Gold Product Name • • •• • •• • • • • • • • Product Description TABLE 2 Polyisocyanurate foam insg • • • • • ••• • • • • • Polyisocyanurate foam insulation with •• • high density fiberboard or Permalite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board • •• •• Tapered perlite board High density wood fiberboard insulation Polyisocynuratc foam insulation Polyisocynurate /wood fiberboard composite • Polyisocyanurate foam insulation Polyisocyanurate foani insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation 1'ulyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum hoard Polyisocyanurate foam insulation •• •• ••• • • • ••• • • • • .• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••• Manufacturer • •• •• (With Current NOA) :OAF Iles Corp. • • • • • . •• • • • • GAF Materials Corp. •• ••• •• ••• • 'C'AI?Materiels Corp. • • • • • • ••• •• GAF Materials Corp GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. . GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03.0501.02 Lxpiration Date: 11/06/O8 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4.. 5.. 6. 7. 8. 9. 10. 13. Product Name GAFTITE® (Drill -Tec ®) #l2 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Trill -Tec ®) ASAP GAFT1TE (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec@ Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, 014 & #15 Dekfast EI►rx Plate Dekfast Lock Plate 012 Roofgrip Fasteners Metal Plate 11. Gearlok Plastic Plate (ilasfast Fastener TABLE 2 • • • • • • Product Descripttod : : Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rQctwool • composite insulation : : • •: Wood fiber insulation boars 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; stcel and concrete decks Galvalume I:ex stress plate. Polyptopylenc locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate • •• • • Dimensions 2 7/8" x 3 y ," 3 "x3�'A" 3" round 3" square 3.2" • • • • ••• • • • • • • • • ••• •• •• 1%lrtnutacturer ::(With 1Ltiieent NOA) Johns Manville • ••• • • ;oltas:/v nviIle • • • • Masonite. . .. . Amax Inc. Parft►k. Inc. • • • • • • ••• •• Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/z" GAF Materials Corp. 3" and 3' 'A" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners ITW Buildex Corp. ITW Buildcx Corp. ITW Buildcx Corp. Julms Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 7 o f 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. Trinity Engineering Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aecncy Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRTofS.Fl. IRTofS.Fl. TABLE 3 Product Description Insulation fastener • • Prc-asscmbled Insulation: •' • fastener and plate Polypropylene plastic plate 3 3.5" round galvalume A7.55 steel plate 3" tumid gaivalunre AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalurne AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 • Wind Uplift PA 114 GAF- 020 -02 -01 02-005 02 -014 • • ••• • • • • •• •• • • • • • • •• •• • • • • • • • • ••• • • mair facturer • Dtrrtttft ittne •(Witli Current NO►) Olympic Manufacturing • • ••• • •• ▪ • • • , Inc. : . • • OlyufpiQ 11=lattufacturing • Croup, Inc. .25" round Olympic Manufacturing :: . :• • : "Cu tip, Inc. IS: round :.blvmpic Manufacturing • • • • • :: • • • • Oroup, Inc. 3" sound Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tlu -Fast Corp. The Tru -Fast Corp. Description Dettc FMRC 1996 01.01.96 J.I. 1B9A8.AM 09.01.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 Nn4t No: 03-0501 .02 Expiration Date: 11/06/04 Approval Dote:10/2: '/03 Page 8 of 32 Membrane Type: ' STIS/SBS Cold Applied • • ••• • • • ••. • • • • • • • • • • • • • • . Deck Type 1: Wood, Non-insulatcd • • • . • • • • • • • • • • • • • • • •.• • • • • ••• Deck Description: 1 /3 or greater plywood or wood plank decks • • • •.. • .• System Type E (1): Base sheet mechanically fastened to dot d$ck. . • . • ' •• • • • •• • " • • • • • ••• • . • • • • • • • • • • • • .. • All General and System Limitations shall apply. • • • • • • Basc sheet: GAFGLAS 480 UltimaT`c Basc Sheet, STRATAVFNl't) EI xipput2KPcrforatcd Nailable, RUBEROID Modified Base Shirt, N ZQ, IMMERGED SBS Heat- WeldT' Smooth or RUBEROID SBS2i44aaWel:1 Z.5 be sheet:mechanically fastened to deck as described below; • • • • • • • "" •• Fastening GAFGLAS® Ply 4(), GAFGLAS Ilex 1'ly'*t GAFGLAS 475 Base Sheet or any Options: of above Rase 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 P1yrm 6, GAFGLAS #75 Base Sheet or any of above Basc sheets attached to dock with Drill -Tec (G A ITITL 412 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 PIyT GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved at 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 S2.S psf, See General Limitation #7) GAFGLAS #7S Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFT[TI?) 412 or 414 Screws and 3" Plates, 12" o.c. in 4 rows. Onc 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 Basc sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tee (GAFI'ITE) insulation plates at a Fastener spacing of 9" o.c. at the 4" lap staggcn-d in two rows 9" in the field. (Mu drnum Design Pressure — 60 psf, See General Limitation #7) UAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with 1ri II -Tee (CATT1TE ) #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 —7S psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies (iAFGLAS PLY 4 ®, OAFGLAS Flex Ply 6, GAFGLAS I#RO, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- '1O Ibc. /ail. NOA lia: 03-050 J.02 Explrution Dote: 11/0 6/08 Approval 1)a te:10R .3 /t)3 Page 26 (0 32 Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR; Rubcroid® Mop Granule, Ruberoid® Mopylus Granule, Ruberoid® 20, Ruberoid® 3(I or R ubemid® 30 FR or Rub$fgitij) } 1op h* oPR& B AbID UltraCladmt SBS in adhered in a full mopping or • a1$co3' *pha4t rilicd within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOPS R1.M.RP1D ® 4ltgp Qrnnule, RUBEROID® Mop 170 FR, RUBEROI tlus•Grr$tlule; l tibrOl't1W 20, RUBEROID® 30, RUBEROID® 30 FR 3r RUBERa1D ®!op Fti VIBER011.3 UltraCladT" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal /sq. • • • • • • • ••• • • • • ... . . . . • • S • • Surfacing: (Optional, required if RUBEROID MOP realm or RC OM IC top • membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 3. GAF Weathercote® M[1 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal S13(Mntrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03- 05O1. Expiration Date: 11/()6/114 Approval 1)ate:10/231 Page 27 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): APP /SBS Heat Weld Wood, Non - insulated 19/ or greater plywood or wood planhdecks • ••• ••• OOOOO Base shcct mechanically fastened: : • • i • • • • • • All General and System Limitations shall apply. • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••••••• •••• • • ••• ••• • •• • • • • • • • • ••• • • • • • • Base sheet: GAFGLAS #80 Uhlman' Base Sheet, b Ntb EEimiru4r Pet formed Nailable, RUBEROID Modified TAU cd Base S 34RQip Ir1OP Stpooth, RUBEROID® 20, RUBEROID SBS t- Wel'dnA' Suioo RUj3EROID SAS Ileat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: (;A1'GLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Shxt 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. (Maxln:um Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®. GAFGLAS Flex PIyTM 6, GAFGLAS 1075 Base Sheet or any of above Base sheets attached to deck with Dill-Tee (GAITJTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of. above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with - Drill-Tec (GAF ITE) 1112 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, Sec General Limitation #7) Any of above l3ase sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITF) 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 Al; See General Limitation #7) GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with Drill - fec (GAVFITE)112 or 014 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RU13ERO11)® 20, RU13EROID SAS Heat- WeldTht Smooth or RUDEROID SAS Heat-Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the IsN'f range and at a rate of 20 -40 Ihs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 23 of 32 Membrane: • Maximum Destgn Pressure: See Fastening Above • • ••• • • • ••• •• •• • • • • •• •• • One ply of Ruberoid® Torch Smooth, lberpid4 Tct() Qranuje, lluberoid® Torch Plus Granule or Ruberoid® Torca FR lottb'applibd'accotditf 'to manufacturer's application instructions. Or • • • ••• • •• • • • • • • • • • • One or more plies of RUBEROID® SBS Heft- Weld"' PLUS, RLI:B1'ID® SBS Heat -Weld= PLUS FR. RUBE1101D ®tBS tieat'Weld= ?0�'iK. RUBEROID® SBS Heat - Weld", RUBEROID® SBS Heat-Weld= Smooth, RUBEROID® UltraCladT' SBS and RU BF.RODD411 SB„$Hegt WeW,' ' 25 applied according to manufacturer's applicationiustr edo$s.: : : : • • • • • • • • • • • • • • • Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAF Premium Fbercd Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gaL/sq. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 NET Sali•FAXIlon From: admi o rats• To; Faic$10 6489 0 5 45 Membrane Types Deck Type 1: .SBS Wood, Non - insulated • • ••• • • • • ••. •• •• • • • • • •• •• • DNe 1 1s1212s01 1iM 4 .04 P+4 • • • . • • • • • • • ••• • • • • ••• • • • • •• • •• • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • • • • • • • • • • • • • ••• •• • • •• • • • •• ••• •• • • • • • • • • • • • • ••• •• Deck Description: 19 / S 2" or greater plywood or wood plank' • • • System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Maximum Design Pressure: • Maximum Slope: GAFGLAS® #80 Ultima! Base Sheet, RUBEROID® 20 base sheet or Tile -Mato Modified Base Sheet applied with a minimum 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (901 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" aide lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFOOLAS PLY 4® Ply, GAPGLAS PlexPly'"" 6 sheet, GAMMAS #80 U1timirm, RUBFROID 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 Ibs./sq. One ply RUBEROID® MOP, RUBBROID® MOP PLUS, RUBEROID® SBS Heat- WeIdTM Granule, RUBBROID® SBS Heat -Weld' PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (905 to the slope of the deckw adhered in a full mopping of Type P1 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 Roofng.Application Standard RAS 118, RAS 119. RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10123/03 Page 30 of 32 Paco 50 of 50 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when peed tign 1b f tSlened base or • anchor sheet. • • • • • • • 2. Minimum V rig ' Dens Deck or Type X gypsum board is aceeptaAl ' &, be iitstnlledddiraetly over the wood dcck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a eurrerle Aplfroved Roofi1ig Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layptishp11:be at eogtpliance with Product Control Approval guidelines. All other layers shall lac tLdllkr>rd :nlothICthopplog of approved asphalt applied within the EVT range and at a rate of 20.4(liesle4 o'tatcohanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attaclunent. 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 sidclap 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 beat a minimum rate of 12lbs./sq. Note: Spot attached systems shall be limited to a maximum rtesign pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F' ) value.of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attaclunent 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 Pngineer, Architect. or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken front 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 bast 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 thi, NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code awl Rule. 913 -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • • •• •• . . . . • •• • • • . 1. • • ... • • • • • • • •0 • • .. • • • 0 . NOA No: 03- 0501.02 Expiration Date: 11 /06/08 Approval 1)a le:10/23/03 Page 32 of 32 • ROOF COVERING MATERIALS (1EVT) ROOFING SYSTEMS (TGFU) — Continued •; Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Rubernid Torch" (smooth or granule), "Ruberuid Torch Plus" (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 91, 1-1/2 - 3 gal /sq. 4. Deck: C•15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber. nacyanurate, urethane, perlite /isucy,rnurat.e composite, perlite /urethane composite, phenolic, 1 -1/2 in. n thickness (offset from plywood joints 6 in.). Base Sheet: One nr more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of type Gi. Membrane: One or mute layers of "Ruberoid Torch" ( smnoth or granule), "Ruberoid Torch Plus" (granule.), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC incline: 1/2 Base Sheet (Optional): One or enure layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1.3 gal /sq or Grundy Ind. "20 F Emulsiun' at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.1/2 in. ruin. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (srneoth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isncyanurate, urethane, perlite /isocyanurate composite. Q•.rlite/ urethane composite. wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or nrure layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule), "Ruberoid Mcp" (sinuoth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. ;'. B. Deck: NC • Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic. 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), o "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or inure layers of Type G2 "GAFGLAS 1175 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Alumirrurn Coating at 1 -1/2 gat /sq or GAF Weather Coat Enirilsion at 3 gal /sq. 10. Deck: C -15/32 Tontine: 1/? Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ►' •,i urethane composite, phenolic, 1 -1/2 in. min. " •' , Base Sheet: One or more layers of Type G2 "GAFGLAS 075 Base Sheer, ' ; . hot mopped or mechanically fastened in place. rill Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS •�••� Ply 6' hot mopped in place. •4.,. :: • Membrane: "Ruberoid Torch FR" (granule). • "•' Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or 7 4 ;=; GAF Weather Coat Emulsion at 3 gat /sq. -J.t" 4 11. Deck C -15/32 Iodine. 1/2 i • -4 Insulation: Isucyanurate. 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or rnechaniratty fastened in place. Joints • offset 6 in. t Base Sheet: One or more layers of Type G2 "GAFGLAS 075 Base Sheet ", •. , ,� hot mopped or urechanir;rlly fastened in place. ')Y ; tie Ply Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or " "Ply 6" hot mopped in place. • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or :GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON PRODUCT ROOF COVtR1NG MATERIALS (TEVi) 135 • •; /TVA SfTE4t ( 1' U).— Continued • • • • • • • • •• • 12. Deck C -1 32 • • • • • • • Incline: 1/2 Irijulati n WhtioitaQ: 0ocyaturytj,"perlite or glass fiber, any thickness, hot mopped or rnechamcelly fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1115 Base Sheet ", of pped or rliechgni fastened in place. •P rri+�cc++ I Sheet: 0ne•or•mure e flyers of jyps t? "GAFGLAS Ply 4" or "Ply 6 ", hot • rn n tar• • • • • • • • • *Membrane: "Rebercid Terclt F3" Ararnuk). surfadn% (0ptldrfal): LAF fit.erfld Aluminum Coating at 1•1/2 gal/:q or GAF Weather Cnat Emabion at 3 gal /se. 13. Deck: NC • incline: 1/2 Irgsfll`Itipn�(0p tisrn.jlt : • I:mentralle, wood fiber board, perlite, gl.,ss fiber, awys khiJerasc. ht;t eropped.or mechanically fastened in piece. Joint= ofsift IC iry •• • • Bine Sheelt One orintose tyros ef.type G2 "GAFGLAS 11/5 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more foyers of Type tit "GAFGI AS Ply 4" or "Ply 6" hut stopped m place. Membrane: "Rubernid Torch l'R•' (granule). Surfacing (Optional): "GAF fibered Aluminum Coaling" at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): I�ocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Pty 4" or "Ply 6" hot mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq nr GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, 'hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers. Type 61, hot mopped in place. • Membrane: "Ruberoid Map FR' or "Ruberoid Mop 170 FR" (granule). . Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Street: One or more layers of Type G -2 or ti -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of fope G -1, hot mopped in place Membrane: One layer of "Rubernid Torch" or " Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch IR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Street (Optional): (inc or more Layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layer of Type G -I, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch ER", "Ruberoid Mop FR" or "Ruberoid Mop 170 ER" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate. urethane, perlite /isot,'dnurate ron or phenolic, any thickness. Rase Sheet: One or more plies ri1 or G2, hot stopped or adhered with Karnak Checn?r at Co. "No. 81" or °.iibson -Homan 'No. 6160" cold applied adh :".ive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (yranule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160" cold applied adhesive at 1 - 1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS 015" (Type 62), mechanically attached. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby utndc for the approval of the detailed statt,,,t•nt us rite plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miarni Shores Village, Florida. and nil 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..._..._... January 2 _....._._._....... 19 .._ 86 Owner's Dame and Address Mrs. . Ch — No...12 3 ..._... Street NE 99 St. Registered Architect and /or Engineer u v. VII •••nr•!,tt»nnwwe•ns.au earn Name and address of licensed contractor Biscayne Roofing Co. 5180 11 Ave. Hialeah, F1. Location and legal description of lot to be built on: — DD _ / Lot Block Subdivision >`>01 . /l ✓1is DY 06� Street and Number where work is to be done 1237 N.E. 9 9th S t . _ State work to be done and purpose of building (by floors) Re — Roof. Remove existing_tile tt roof. Tin cap 1 -30# felt. Mop 1 -90# slate. Install white, flat, cement tile. , 31 Squares New Bui'ding Remodeling Addition Repairs Re —Roof No. of Stories 1 To be constructed of Kind of foundation Roof Covering Tile Estimate Total cost of improvements $ 7500.00 Amount of Permit S. 31 .00 Zone cubage required Plan Cubage Distance .to next ne.uest 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 .. Biscayne Roofing CQ, 5180 . 11 Ave. Hialeah, F1. 33013 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, Permanent Sup tleent, 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 are required by the Act. The undersigned agrees to employ only su on work to be performed under this pcnnit, as are licensed by Miami Shores Village. ,y Remarks..._ (Signed) Permit No. Disapproved (Signed) Date.... 1 ee, i Da�te. NY ._.. / Building Inspector and for no other purpose. 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 James T. Laing _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. Roofing Contractor of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein- by him stated are tru PLANNING BOARD Read, S - b ri • • •r • fore me. otary Pu i , State of Flonda • - OTARY PUBLIC STATE OF, FLORLDA -. — My Commission E xpays.t tfrt iON• +'+ • E..3•tt _ Ji air ZLRU GENERPd; LIJ.5 e UN■ERWRjTEI j Chairman Member Micrr.ber Member Member .. .. _....._. _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained train the I'I.tnnir.. llu.rrd. A re•irtspcc•tiun fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspevtirrn or faulty materials anti /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. J ss' MIAMI SHORES VILLAGE Building I . : ector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami 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 �i'✓ Owner's Name and Address 5d-4' -- -- - --• - ... 3 .. Street_ Registered Architect and /or gineer t‘rName and address of licensed contractor . • L / ! - Y C l�-w! 19._ - Cv Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 a._ 3 '27 . In '9 1 State work to be done and purpose of building (by floors) __..1lu �`iT � �� - -^�-e 1 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 $ / _5T, ‘1 Amount of Permit $_.._4 Zone cubage required Flan 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, 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 are 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) 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 true. Permit No 7 Date / d 3 — b Read, Sworn to and Subscribed before me. Disapproved - Date (Signed) l /�6 - yy Notary Public, State of Florida �' My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made` for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1,00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.