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ROOFINGDUUUIIIJ LOCIJCII uncna vv n.... ..w Uplift Report OK. see attached 8/16/06 CG ✓ Inspector Comments 1 Passed l/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -2439 Inspection Date: 08/1612006 Inspector: Grande, Claudio Owner: BASHA, RICHARD Job Address: 1199 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Wednesday, August 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 RECD Block: Permit Number: RF -12 -05 -1495 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050270330 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 ��rP 26 � � %L�i� 51 76 2 1 27 52 77 3 P8 53 78 4 29 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 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 74 99 25 50 75 100 SITE SPECIFIC INFORMATION Owner's Name: T i D B-A-4 4 Job Address 11 5 f..) q -5T. 1.-A 14L� f 5 Jt -i-�i i� Roofing Contractor: ti ` Type of Tile: C, f& �. fi r Approximate Roof Height: ` feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: 1 1 3 -690 ft Required Testing Force: 35lbs. Testing Equipment: Chatillion 100 Date Tested: — QUALITY CONTRO ST. THIS REP i UBMITTED 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 IN ACCORDANCE WIT H CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT P.E. T Project Ng 8 3 Permit # fz 5 12 65' ! +15 Date Installed: 2 Roof Pitch: 3 ( L'. Other Inspection Number: INSP -9911 Inspection Date: 02/16/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> BASHA, RICHARD 1199 92 Street NE Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1495 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050270330 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed 6 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -9911 Inspection Date: 02/16/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> BASHA, RICHARD 1199 92 Street NE Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1495 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050270330 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Inspection Number: INSP -2437 Permit Number: RF -12 -05 -1495 Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: BASHA, RICHARD Job Address: 1199 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type:A In Progress Work Classification: Roof - New C., Phone Number Parcel Number 1132050270330 Lot: Phone: 786- 277 -9540 Tuesday, December 20, 2005 Page 2 of 2 Passed D / 2 ( inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -2437 Permit Number: RF -12 -05 -1495 Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: BASHA, RICHARD Job Address: 1199 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type:A In Progress Work Classification: Roof - New C., Phone Number Parcel Number 1132050270330 Lot: Phone: 786- 277 -9540 Tuesday, December 20, 2005 Page 2 of 2 Inspection Number: INSP- 2435 Inspection Date: 1211912005 Inspector: Grande, Claudio Owner: BASHA, RICHARD Job Address: 1199 92 E S Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, December 16, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1495 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050270330 Lot: Phone: 786- 277 -9540 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False I � ii Passed ` 1 / 01 / Inspector Comments 1/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 2435 Inspection Date: 1211912005 Inspector: Grande, Claudio Owner: BASHA, RICHARD Job Address: 1199 92 E S Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, December 16, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1495 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050270330 Lot: Phone: 786- 277 -9540 Page 2 of 2 Date 12/12/2005 Permit Receipt Permit Number: RF -12 -05 -1495 Invoice Number: RF -12 -05 -23018 Applicant: RICHARD BASHA Company Name: Payment Type CheckNum Check 6323 Amount $325.50 Total Payment: $325.50 Monday, December 12, 2005 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/18/2005 Applicant: RICHARD Owner: BASHA JOB ADDRESS: 1199 NE 92 Contractor KAWALEK ROOFING, INC Local Phone: 786 - 277 -9540 Parcel # 1132050270330 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1495 BASHA RICHARD ST Legal Description: BAY LURE Signed: (Contractor or Builder) Contractor's Address: P.O. BOX 531051 BY: PB 44 -63 LOT 21 Page 1 of 1 Permit Status: APPROVED Permit Expiration: 4/15/2006 Construction Value: $15,000.00 Work: TEAR OFF EXISTING TILE ROOF REPLACE WITH A NEW MMONIER CONCRETE COLOR THROUGH MULTI -COLOR SPANISH BLK 2 LOT SIZE 75.000 X 125 OR Fees: FEE2005 -13690 FEE2005 -13691 FEE2005 -13693 FEE2005 -13694 FEE2005 -13695 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $9.00 $3.00 $7.50 $6.00 $325.50 Total Fees: $325.50 Total Receipts: $0.00 ,DEC 1 PAID ( � 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 responisibility for all work done by either myself, my agent, servants or employes. NOTICE OF COMMENCEMENT 1 111111 11111 1i111 1111 t1111 1111 11111 111` 31) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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: S�oI 1 FL 33134 2. Description of improvement: lk e-ro '/ ON 3. Ow w.ner(s) name and address: l Ci eir IM‘eumt Shtjres ? FL 33) 3 5 Interest in property: 0 W V\ P r Name and address of fee simple titleholder. 4. Contractor's name and address: 'FL, 33153 o`s & 1 q 9 CFN 2005F:1095197 OR Bk 23883 N 4930; (lag) RECORDED 10/17/2005 12 :36 :05 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE N g iv E q; r i A w� � 5. Surety: (Payment bond required by owner from contractor, if any) 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 other 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 Phone # 30 c).h dl Zip 33j3S Phone # Roofing E'er t J C�'^ Z i5.%! I /► j'� BUILDING Permit No. -" `T`lB PERMIT APPLICATION OCT / Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address City M �&M ► Tenant/Lessee Name res State Job Address (where the work is being done) City Miami Shores Villa•e Is Building Historically Designated YES $ Value of Work For this Permit Scanning $ . co Radon $ Total Fee Now Due $ 5 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 % 9 0 0 ichard Contractor's Company Name T ��pp o (�1o4e ar 1 ► h� Phone # Contractor's Address P1 o 1 p oX 531051 City A.mi State Zip 331 53 Qualifier Pcia1 }<a.. l State Certificate or Registration No. Certificate of Competency No. 0313600'4 36 Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑A dition it ❑Ater ion m [New Repair/Replace ❑ Demolition Describe Work: 'Fear '-F ex► -1 (e roof) rep Ia.�e ti) a r•e ' IV t n er Ca I�G v - �e Color roRs pAtk. l — Col or c& _s n1s h-' -J- )e, rd erg t o d w� e Blot) e� s � s C o r i S ran � ► n d, * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 7 V 0 CCF $ 9 , oc CO /CC Notary $ Training/Education Fee $ 3.00 Technology Fee $ 7. Zoning Bond $ Code Enforcement $ Structural Plan Review. $ t 1 I 99 ICE 9and S� County Miami -Dade Zip NO 3oS '7s 1 /--d / / Square Footage Of Work: ai7gO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor n The foregoing instrument was acknowledged before me this The foregoing instrument was ackn wledged before me t his f r / day of kl_guMS� , 200S- , b R 1 Ck1pi P she- , day of � C'') , 20 (5 by C.L)-- V.- a- WC-1412 (.. who i ersonally known to mior who has produced wh • or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: chc 05/13/03 Signature 1 l NOTARY P Sign: Print: . 00 iv., Lisa B Goldberg * My Commission DD090727 My Commission Ex My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** * 46.rola as identification and who did take an oath. J. VAZQUEZ . - MY COMMISSION # DD 415936 t;; n Bonded Thru Notary Public UnderWtiter9 * *** * ** * *** * ****** * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** ** * * * * *)k * * * * * * * * * * * * * * * * * * * * * * * / / 7/ J Plans Examiner Engineer Zoning • • • • • • • • • • •....• • • • 1l1111 •.••. • • ••••. • • •.•.•• • • •.•••. • • • •..•.• Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, dentify as NA') System Manufacturer. l `J Pt NOA No.: 03 050 OS Design Wind Pressures, From RAS 128 or Calculations: Pmax1 iPmax2: V r !,3 Pmax3 : /3 laLt Max. Design Pressure, Frorjhe Specific NOA System: — ca. Decic Type: Wood Gauge/Thickness: 57 g I/ Slope: Anchor/Base Sheet & No. of Ply(s): 1 PI y base n¢i[IgIV� -1: Sh -:tF: ten•r /B r .' is a • Section C (Low Sloped Roof System) insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s):a' I y 1 i b e r9" as • 'ase Sheet Fg %tenerBonding Material: •.•• •••• . • • • Ply Sheet(t) A N . • � • . ��: .121T4I fiedi }on�ng Material: • • JP M Ian � Cap sheet t . •..•.• op,1 FaateCien Bonding Material: • • • • • • •Sdrfacin Fastener Spacing for Anchor/Base Sheet Attachment q �1 p Field: 7 ' / oc Q Lap, # Rows © 7 ' oc Perimeter. 6 ' oc @ Lap, # Rows 1© 6 " oc Comer. y ' oc © Lap, # Rows A @ _y_' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. GAF Min era4- G Ga p Sheet 3x3 gale ciriP 9 i lri'p 1t bees S'/g I I VJoo d- FT. Ff. Parapet Height ID ' Mean Roof Height 123_01 -48 5/03 PAGE 3 Roof System Manufacturer: Mow er Notice of Acceptance Number: ©a — II 05, O Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: "1 P2: 10016 P3: 1001b Maximum Design Pressure (From the NOA Specific System): bbr 5 Method of tile attachment: 9 ) y RAM b -he i v 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Roof Slope: 3 : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsuiation. Ridge Ventilation? Fire Barrier: Mean Roof Height: c' 3,00 RI NIk NIA astener Type & Spacing: dhesive Type: ype Cap Sheet. oof Covering: � a�ls Qo °oP cc+a r&WS �gvsla�e Type & Size D dge: 3X.3 123_01-48 5/03 PAGE 4 le Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier M NOA Restoring Moment doe to Otavity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Require! Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Helght 15' 20' 25' 30' 40' Roof Slope 2:2 34A 36.5 38.2 39.7 42.2 3:12 32.2 34A 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24A 25.9 27.1 282 30.0 Florida Building Code Edition 2002 High Velocfty Huricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M to If the Mt values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: z A, m ) — Mg: _ Mr1 NOA MI (P2: z A. m __) — Mg: s m NOA 11st (P3: z A, m a — Mg: = M NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mt 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the valves 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 zl: = z w:= ) -W: z cos e: = F NOA F' (P zl: = z w•= ) -W: cos 0: = F NOA (P3 : z l: = z w: _ ) — W: z cos e: = Fra: NOA F' , 123_01-48 5/03 PAGE 5 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCB 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier ?v NOA Restoring Mctnent due to Otavity M, NOA Attachment Resistance Mt NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated AveogeTileW W NOA T to 1" length NOA VP. width All calculations must be submitted to the Building Official at the time of permit application. Mean Roof Height M Required Moment Resistance* 15' - 20' 25' 30' 40' — Roof Slope 2:2 34.4 36.5 38.2 39.1 42.2 3:12 32.2 34.4 38.0 374 39.8 4:12 304 32.2 33.8 35.1 37.3 5:12 284 30.1 31.6 32.8 34.9 8:12 28.4 28.0 29.4 30.5 32A 7:12 24.4 25.9 27.1 282 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M r : If the M values are greater than or equal to the Mr valves, for each area of the roof, then the tile attachment method is acceptable. Met 1" omntB – Mg: – Mg: – Mg: Section E (Tile Calculations) Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below Per RAS 127" J j NOA M t7 D! NOA Mi NOA Mr NOA 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the F values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI :_zI: _ _ X w: - , ) - W : COS 9 : F .,,: NOA F' _ (P 2 : _ xI: = w: - — W: cos 8 : F NOA F' (P 3 : _ zl: _____ - x w: )— W: _ x cos 9 := F NOA F' 123_01 -48 5/03 PAGE 5 MIA MI.OADE BUXZDING CODE CO,rIPL1ANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 1 " Street Boca Raton, FL 33431 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: Spanish `S' Concrete Roof 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 uscr by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC `I IA,rII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Spanish `S'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 iiManufacturcd by Applicant Monier Lifetile Spanish 'S' Tile Trim Pieces Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Roofing High Profile Roofing Tiles Concrete Dimensions 1 18" w = 10 3 / 8 " min. 3 /4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Specifications 7161 -03 Appendix III 7161 -03 Appendix 11 P0647 -01 PO402 94 -084 94 -083 25- 7183 -4 PA 112 PA 112 Test Identifier Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakcs, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dcc. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 2 of 5 • The Center for Applied Engineering, Inc. 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. 3. LIMITATIONS Test Agency Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 224 -47099 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Report Date Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System March, 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain thc services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to thc Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with thc applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachmcnt Calculations NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 3 of 5 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A 7.87 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Spanish 'S' Tile 9.64 1.5 0.865 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft 3 ) Direct Deck Application Monier Lifetile Spanish 'S' Tile 0.259 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 i' • • • MIAM DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, Ni ' 07470 • .• • • Tiiie renews am #02- 0408.09 and consists of pages 1 through 21. Th ..sirbmittedtloturntntation was reviewed by Frank Zuloaga, RRC • MIAMI- 1)AI)E COUNTY, FLORIDA MI31RO -DARE 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 roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Ah1J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (1n Miami Dade County) and/or the AH1 (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. DESCRiP'I'ION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the nntnufacturer'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 orif 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.cornply w�th.any► section of this NOA shall.be cause for termination and removal of NOA. • k153,1 1tTISENIENl;: The NOA nulnber preceded by the words Miami -Dade County, Florida, and followed by • the expiration oak be displayed in advertising literature. If any portion of the NOAis displayed, them it shall be dare in its entirety! IN. P»JC"1'IONjA'c,'ohy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avaNtile for inspection at the job site at the request of the Building Official. NOA No: 03- 050).05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 art' 21 ROOFING SYSTEM APPROVAL Category: ,Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix ' 307 Primer) GAF Mineral Shield® Granules GAF WeathcrCoat O Emulsion (Matrix Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixm System Pro Al uminum Roof Coating Fibered 301) GAP letblack All Weather Plastic Cement (Matrix TM Standard • Wet/Dry Ruof..Cment 204) • . RUBEROID® Modified :13i �nen Flashing •€emtnt • • • • • 'felbluck Premium • Fleshing Cement. • • ...• .. .. • .G.INIALAS4 • • • •.•• . . (*,AFCLAS #5't?tJTtima 13ase Sheet CArgLAS Flex J' 'Jy • • • • • • • •••• ••. • Roofing BUR Wood -75 psf See General Limitation. #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 6 39.37" (1 meter) wide Test Snecitication Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced rooks. ASTM D 2824 Fibered aluminum coating. 1, 5 gallons • ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM 1) 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601. ASTM 1) 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0503.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 2 opt" 21 • • • .• • • • • • • • Product GAFGLAS Ply 4® GAFGLAS© Mineral Surfaced Cap Sheet GAFGLAS© STRATAVENTO Eliminator Perforated GAFGLAS© Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBERROID® SBS Heat - Weld'at Smooth RUBER0ID© SBS Heat - We,IdTM Granule RUBEROID® SBS Heat- Weld 170 FR. RUBEROID® S }3S Heat - WeIdTM PLUS RUI3 E'OID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeIcfm 25 • R[JEROID Modified Dasa Sheet • • • • • • • ••• • • •• •••• • Rttberoid® 30. . • • •••. •• •• • • • • • • .ltaberoid© M on'Cti rim u1e . • •• • • • • ... •.•• • • •••• c ��T � G�1 a yr '! • • •. • . • • • Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (.I meter) wide Test Specification ASTM D-6164 Product Description ASTM D 2178 Type IV asphalt imprctmated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D -6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and suurfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester rnat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D4601, Premium glass fiber reinforced SBS - Type 11, UL modified base sheet Type G2 BUR • ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat. ASTM D 6222 Non -woven polyester nut coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 ASTM D -6164 ASTM D -6164 NOA No: 03 0501.05 Expiration Date: 11/0 4/08 Approval Date:10/23 /03 Pipe 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP . Smooth RUBEROID® MOP 17OFR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID >s TORCH FR RUBEROID 17OFR TORCH .. RUBEROID® 30 RUBEROID® 30 FR • • • • • • . • • •• • • • • .111J8$RO1V • VLTRACL, ®&BS •••• • • • • • • RUBERO112PDni1 FR • • •••• • .• •• • • • • •• .. • • • Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM D5147 ASTM D 6164 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth • surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 1 -Ieavy duty, polyester reinforced, asphalt modified bittunen rftembrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with .. mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10/23 /03 Page 40r21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Aluminum Roof Coating.Fibcred 302) . GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Elastomeric Flashing 24Pattlx Low VC1C • • •.•• • • • 1VlFrix 101 Sy }fly Pro J SAdhesive.. •• �1;1i1x "wid® ?$4 Uatrix 201 System 1iro9135 • das •••• (RUberoidOMB ; 1Viutrix :Ilk Select Stilt • • • • • ••. • •• 441 •.• • • •••• Test Dimensions Specification 5 gallons 5 gallons 100 lb. cartons, bulk 60 Ib. kegs Shingle- MateTM 4 sq. roll Underlayrnent 30 Ibs. TopCoat® Surface Seal 5 gallons SB (Matrix 602 SB Coating) GAF WeatheiCote® 5 gallons MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 5 gallons 715 MB Coating) WeatherCoteTM (Matrix 5 gallons 531 WeatherCote® PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 5 gallons 5 gallons ASTM D3019 5 gallons ASTM 1)3019 5 gallons ASTM D3019 Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt 'Types I, 11, III and IV SEBS modified asphalt 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. Fiberglass reinforced shingle underlays ent Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and. mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 •�••• ��V i1 gNVVII 1 1VI11../YYIIDVItlg 1 V. • • • • • • • • • • • • • • MROX �V h$t,.ine •••• Product (rt.uberoid ®M13) Matrix 202 Select SIBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Colii Adhesive Matrix 303 Select Fibered Alu.rninuin Matrix 304 Select Non- Fibered RU)rIEROID@> Modified I3itumen Adhesive APPROVED INSULATIONS: Product Name (AFTEM1' Isotherm R, RA, RN & Composite, EnergyGutrd RA GAI� 1'EM1'® Composite A & N • .. • • • • • Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (13MCA.)GAF l'1MP® Fiberboard GAFT13MP® Permalite GAYI'EMP (iAPCANT''`'r FI LM P Pennalitc Recover Board GAFTEMP GA ELGETM Tapered l?dp ..Strip i 1 • C,A Energai;lr41, RA ItMC/l. Co mpusite..l:inergyGuard, RA Test Specification ASTM 1)4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM I)3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM 1)2824, Non- ftbered aluminum pigmented, asphalt Type 1 roof coating. ASTMD 3019 Fiber reinforced, nrbberized Adhesive Type 111 TABLE 2 Ua I r{ucuu. i Ime: l:oo:ao r• Product Description Polyisocyanurate foani insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut 1 erlite board Perlite recover board Tapered perlite board •... • (.uk4cA) GAA;1 M1'U High Density High density wood fiberboard insulation. Iti4t ibard . • • Polyisocynurate. foam insulation Polyisocynurat.e /wood fiberboard •••• • composite • Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. • GAF Materials Corp.. • GAF Materials Corp GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA Nu: 03- 0501.05 Expiration Date: 11 /04 /O8 Approval Datc:10 /23/03 t'age6of21 rd}r. 1 UI LC APPROVED INSULATIONS: Product 1\'anne ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: 3. • •• • • • ••. • •••• • •••• • •••.•• .. • b. •••• • •• Fastener Number 1. .. • ••• •-lit ••• • •. • • Product Name GAFT1TE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec ®) ASAP GAFTITE® . (Drill -Tec (D) jias4 ♦ Sheet Fastener and Wit : Galvalune Plates (Drill - W.'cet }Metal) itiyetelpylene Plates t1fifl'7'ec a Plastic) Dekast Fasteners #12, #14 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass tiber/Mincral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions Insulation fastener for . steel, wood & concrete decks. Pre- assembled GAFI'ITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalurne stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3" and 3' /s" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. GAF Materials Corp. 3" and 3' /s" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03. 11501.05 Expiration Date: 11104/08 Approval Date:10123 /03 Page 7 of 21 APPROVED FASTENERS: Fastener Product Number Name • • • • • • ••• • •••• • • •••• • ••• • • • • •. • • 7. Dekfast Ilex Plate 8. Delcfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. bisu! -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. . Tru -Fast Plates 23. Tru -Fast Plates • •• • • • • • • • •. • •. •• • • ••.• • • •••• • T A B L E 3 . Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvaluuie stress plate. Polypropylene round plate Insulation fastener assembly with recessed • plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks. 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 1 4" 3" x 31�" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Irtc. Construction Fasteners Inc. ITW Buildex Corp. ITW I3uildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 8 of 21 • • • • • . • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. 1RTofS.Fl. IRT of S. Fl. • • • • • • ••• • •••• • • •••• .•. • • • • .. • . • • •• •. • .•• • •• • • • • • • • • • • •. .• • • .••• • • . • .. • • • • Test Identifier FMRC 1996 J.I. 2B8A4•AM 3139Q 1.AM J.I. OD0A8.AM J.I.ODIAS.A/VI J.I. 0Y9Q5.AM GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Description Date Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501,05 Expiration Date: 11 /04/08 Approval Date:10 /Z310 Page 9of21 r, NET 3 From: JWheeler To: X • • • Fastening Options: Deck Type 1: Deck Description: System Type E (1): All General and Syst Base sheet: • .. • • • • •• •.. • • • • .••• • • • Ply Sheets • •• .• •... • • ••.. .... • • Cap Sheeti • • •••• • • •• • • • • Wood, Non - insulated 19/ or greater plywood or wood plank decks Base sheet mechanically fastened. em Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROIDD SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approve ann a ing 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 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF ITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in th field. (Maximum Design ore —52.5. psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above of sheets attached to deck wi Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTFE) 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 — 60psf, See General Limitation #7) _ GAFGLAS #75 Base Slieet or any of above Base sheets attached to.deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Maximum Design Pressure —75 psf, See General Limitation #7) ne or more plies of GAFGLAS® PLY 4 ® PLY 6® ply sheet, #80 Ultima, UBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- Ibs. /sq. ( Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full moppingapproved asphalt applied within thet range and at a rate of 20 -40 lbs. /sq. Dale: 121 ?/2003 Time: 1:58:36 PM NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 18 of 21 Page 19 o122 4 NT S atisFA)Qion From: JWheeler To: X • • • • • • • • • ••• • •••• • • Surfacing: Maximum Design Pressure: • • • • • • • • :• (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofmg Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above Dale: 12/2/2003 Time: 1:58:36 PM Page 20 0l 22 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 WOOL DECK SYSTEM LIMITA'T'IONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically f anchor sheet. fastened b ass or 2. Minimum IA" Dens Deck or Vz Type X gypsum board is acceptable to be installed directly over the wood deck. C l;NERAL LI11•iITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Ma • i. Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance t�nals Product Control Approval guidelines. All other layers shall be adhered in a full mopping '`fe with approved asphalt applied within the 11VT range and at a rate of 20 -40 lbsisq., or mechanically Ily attached using the fastening pattent of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applies] in approved asphalt, panel size shall be 4'x 4' maxintnln. 4. An overlay 1. cct y and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base, sheet is fully stopped. If no recovery board is used the base. sheet shall be applied using spot mopping with approved asphalt, 12" diarn� • mopped 8" ribbons in three rows, one at each sidclap and one clown the center of the sheet allowing ter circles, 24" o. c.; or ,Trip a continuous area of ventilation. 1?ncire.ling of the strips is not acceptable. A 6" break shill be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system sh a he. at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maxim 11 um c'csign pressure of -4S psf. 5. Fastener spacing for insulation attachment is based on a Min ( Milli Characteristic Force 1; 1) virtue f• 3`tnl 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. if the f•ts as field - tested, are below 275 Fastener spacing for mcch,t�sc 1 attachment oft u)c sheet or n erntcl)table. branc attachment is based lcser value, on a minimum fastener resistance value in conjunction with the maximum maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards U calculations in compliance with Roofing Application Standard RAS 117. P presstit�c requirements of these 1 7. Perimeter and corner areas shall •comply with the enhanced uplift reds 'I'AS tO5 and areas. Fastener densities shall he increased for both insulation and base sheet. s a. calduf;><tcd in compliance with Roofing. Application Standard RAS 117. (1i'ben this limitation is s peci fie:tll • . referred within this NOA, General Limitation 119 will not he'applicaable, 8. All attaeluneitt and sizing of perimeter Hailers, metal profile, and /or flashing 1 ) . r;4a1l conform with Roofing Application Standard RAS 111 and applicable wine] load requirements. q designs 9 :•:T14 1 naxilnurii desia,ncd pressure limitation listed shall be applicable to all roof pressure zones (i.e. • •Re141, perimeters, and corners). Neither rational analysis, nor extrapolation shall he . :twist d of • 1 • at enhanced pressure zones (i.e. perimeters, extended • • • t)Ll a )Ott is specifically referred }yjt • � ter 1 iC ed c corners and corners). 10. AIlproduct>i4telcsiherein shall have ]• ord;utce with the Florida i . YWlacn lhl t• • c nppl r c a l,ti .. within this NOA, (,enerul Limitation 117 will not • c a qua !ty assurance audit in ac( • •Biti t ling Corle•:fid Rule 913 -72 of the Florida Administrative Code. • END O.F TIl7S ACCE.P'i'ANCE • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 A PP ro va l I) a to :10/2 3/03 Page 21 of 21 e Roofing Svsterns (TGFU)— Continued GAFGLAS 1 Premium Base Sheet may be used in any of the following systems. "GA::g1as Flex Ply 6" is a suitable altemate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes: " Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. 1 • Class A Deck: C -15/ 32 Incline: 3 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber. isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ph' 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass hbe:. isocyanurate, urethane. perlite / isocyanurate composite, perlite! urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Sheet". Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap 3. Deck' NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Tr'o or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6". • • Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Incline: 1/2 Ply Sheet Any LL Classified gravel surtfa R", d Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Tvpe G2 "GAFGLAS #75 Base Sheet" (may he nailed). Ply Sheet: One or more lavers of Tvpe C) "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One laver of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: 'SIC Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply. Sheet: One or more lavers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet. Ons laver of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". • ' 7 :• Pga: C- 15/32 • • • • • ins lationy •r more perlite, glass fiber, isocyanurate, ure- • •.olio 10 i n in from lyw�oodjoints 6 in �e composite, phe ••M Bast Sheet: •tto or morejfAisot Type GI, C2 or G3. mbrane. • Oie.or mote•IgYOH of " Ruberoid Torch" (smooth or • lair rule), "Ruberoitj Torch Plue'■(granule), " Ruberoid Mop" (smooth or • $latArle) or; Radweid Molt IYi'. (granule). • Cap •_�Sheet: •GAFGLAS Mineral Cap Sheet ", hot mopped. 8 '. • DWI:C -15/32 • '';• Indtne:2 Insulation (S ptional): Ork layers perlite, wood frbec glass • isocyaputa.urethane, petbie /isocyanurate composite, perlite/ . • exeth tens corn • wood fiber / isocyanurate composite, phenolic, any Base Ply Shee Sheet mor; layers of Type G2 or G3. Optional): One or more layers of Type Gl. Membrane: One or more layers ers of "Ruberoid Torch" (smooth or 5, .` granule) oR be d Torch Plus(granule), " Ruberoid Mop" (smooth or " Mop Plus" (granule). t • ROOF COVERING MATERIALS (i'EVT) Roofing Systems (TGFU)— Continued 17 Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. I. Deck: C -15/32 Class B Inclinr. 3.1 / 2 Insulation (Optional): One or mor: r avers perlite. wood fiber. glas fiber, isocyanurate, urethane, perlite /tscz•aaurate composite perlite urethane composite, wood fiber / isocyanurate composite phenolic thickness. Ply Sheet: Two or more lavers or Tvpe GJ "GAFGLAS Ph 4 "GAFGLAS Ph' 6" Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Shoe :" mopped. 2. Deck C -15132 Incline: 3 -1.'2 Insulation (Optional): One or more layers perlite, wood fiber, ;I.k fiber, isocyanurate. urethane, perlitelisocvanurate composite, perlite urethane composite, wood (iber! isocyanurate compos :te. phenolic. an. thickness. Base Sheet Two or more lavers of Type GI, G2 or G3. Membrane: One or more lavers of "Ruberoid Torch" (smooth a granule), " Ruberoid Torch Plus" (granule), " Ruberoid \fop'" 'smooth r granule) or " Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet". ho: rn:•p p, 1. Deck C -15/32 Class C Incline: 1/2 Insulation (Optional): One or more layers perlite, woi:d ii!.,:.. glas fiber. isocyanurate, urethane, perlite / isocyanurate compost :e, pe.lrte/ urethane composite, wood fiber / tsocyanurate composite, phenolic an thickness. Ply Sheet Three or more lavers of Tvpe C1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs!sq. COAL TAR FELT SYSTEMS WITH IIOT ROOFING COAL TAR 1. Deck: C -15/32 Class A Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite; isotyanurate composite. perlite) urethane composite, wood fiber / isocyandrate composite phenolic, any thickness. Ply Sheet Three or more lavers of Tv re G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped with coal, tar bitumyn. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck NC Class A Incline: 2 Insulation (Optional): One or more Iaye' 'wrlite, wood fiber or gl:.s fiber, 2 in. max. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". S 1 -1/2 urfacin / sq. ru , ndy _ Industries "al MB Aluminum Roof Coating "• at', 2. Eleck•4C .. .... " Incline: 1 Insulation (Optional): One or more lavers p.. Ate, wooJ fiber, glas fiber, isocyanurate, urethane, perlite /isocya::ur,ste composite, perlite urethane composite, wood fiber / isocyanurate composite, phenolic, an thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4"' 0 "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal /sq• - 3. Deck: NC Incline: 1 / 2 Insulation: One or two layers "Lsotherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class•A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, iscacyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. .. Base Sheet One ply Type GI or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type GI or G2, adhered with hot roofing asphalt. S acing "CAF Prem Fibered umini Rouf Coating ", 1-1/2 gal s9 or "GAF Weather Coat EmulsioAln", 3 ga)l sg• Dec NtC Incllnr. 1 Irts�rlattion (Optional): perlite glass fibeti mechanically fastened, any thickness, LOOK FOR THE UL MARK ON RODUCT polyisoeyanurate, wood fiber, ar r hr 1 y r 4 I NSTSatisFAXlion From: JWheeler To: X Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibercd Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above n 0 0 nee c Dale: 12/2/2003 Time: 1:58:36 PM Pape 20 0l 22 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19of21 Roofing Systems (TGFU) Continued GAFGLAS tr80 Premium Base Sheet may be used in any of the following systems. "GA:=glac Flex Ply 6" is a suitable altemate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes: "Ruberoid Heat Weld" SBS roofing membraner mar be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1• Deck: C -15/32 Incline: 3 Insulation (Optional): One or more lacers perlite, wood fiber, glass fiber. isocyanurate. urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Plv Sheet: Three or more lavers Tvpe GI "GAFGLAS PIv 4" or "dAFGLAS Ply 6", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber, glass hher, isocyanurate, urethane, perlite /isocyanurate composite, perlitel urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more lavers Tvpe GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One laver Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck NC Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more lavers Type GI "GAFGLAS Plv 4" or "GAF- CLAS Ply 6". Cap Sheet: One layer Tvpe G3 "GAFCLAS Mineral Surfaced Cap Sheet". 4. Deck NC Incline: 1/2 Ply Sheet Any 1 L Classified ssified gravel surrfa R", d Class A asphalt glass ber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One laver of Tvpe G2 "CAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Tvpe G1 "GAFGLAS Ply 4" or GAFGLAS Plv 6". Cap Sheet One laver of Tvpe C -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC • incline: Base Sheet: One layer of Tvpe G2 "GAFGLAS #75 Base Sheet".• Ply Sheet: One or more layers of Type CI "GAFGLAS Ply 4" or GAFGLAS Plv Cap Sheet, One •layer of Type C -3 "GAFGLAS Mineral Surfaced Cap 7. • DecK,C- 15/12 • • • • • •• ¶nsu4ation : o, more dyers perlite, glass fiber, isocyanurate, ire- • • ilApe. perlite)itdcl,anuratentagste, perlite /urethane composite, phe- • nolic, 1.0 in. min (offset from ppyywcQ od joints 6 in.). •$ase Sheet: 'i• or more I�'yrerso(Tv p e GI, G2 or G3. • • Rfea►brane: %Cj $r mores i y?$ Torch" (smooth or VI/Me), "Ruberoid•Torch Plus "Ruberoid Mop" (smooth or •$rantsle) or "2iitt•soid Mop 110,5' 4granule). • Cap Sheet CAFGLAS Mineral 1,t (faced Cap Sheet', hot mopped. D � 8. •_• fi -15 / 32 • • • • • Incline: 2 • Insulation (Qytional): One dt more layers perlite, wood fiber, glass • we csocyalzrdtWw+rethanet perlitVisocyanurate composite, perlite/ j t h u eomp� sis o wood 66 ar%isoayanurate composite, phenolic, any B ase Sheet. T Yvb o1 more layers of Type G2 or G3. Memh (Optional): One or more layers of Type Gl. • • e mbra "Rul or more layers of "Ruberoid Torch" (smooth or granule) or "Robed Torch Plus" (granule), "Ruberoid Mop" (smooth or rold Mop Plus" (granule). 1. 2. D I. D ( P S 1. De h fi P S 1. De In fr PI G Su 1 -1 2. Dec ins fibe ur the P1 "G Su 3. Dec ins PIy ma 4. Dec Ins w B ply S gal 5. Dec ins meth LOOK FOCI THE UL MARK ON ROOF COVERING MATERIALS (iWr) 17 Roofing Systems (TGFU) Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", ho: mopped. Deck: C -15/32 Class B Incline. 3.1 / 2 Insulation (Optional): One or more 'avers perlite, wood fiber. Slat fiber, isocyanurate, urethane, perlite /tscz•aaurate composite perlite urethane composite, wood fiber /isoc�'•ant:rate composite, phenolic ar thicknss. Ply Sheet: Two or Type more lavers 0' .}pe CI "GAFGI_.SC Ph .1° r, "GAFGLAS Ph' 6" Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Shce:" ho mopped. eck '_ C- 15.3 insulation (Optional(: One or more ) line: p 3 erl ite 2 , wood fiber. :la; fiber, isocyanurate. urethane• perlite /isocvanurate composite. perlitt• tuethane composite. wood fiber /isocyanurate composite. phenolic. an. thickness. Base Sheet Two or more lavers of Type GI, G2 or G_. Membrane: One or more layers of "Ruberoid Torch" (smooth o granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" " r. mooth o granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet' ho: eck C -15/32 Class C incline: 1/2 nsulation (Optional): One or more layers perlite, wood fiber. g fiber. isocyanurate, urethane, perlite/isocyanurate composite, pev u rethane composite, wood fiber / tsocyanurat composite, phenolic a hickness. m ly Sheet Three or more lavers of Tvpe G1 "GAFGLAS Ply 4•• or GAFGLAS Ply 6". urfacing: "Special Roofing Bitumen" 20 Ibs!sq• COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR ck: C -15/32 Class A Incline: 1/2 fiber, (Optional): One or more layers perlite. wood er, glass ber, isocyanurate, urethane, perlite / isotvanurate composite. perlite/ u rethane composite, wood fiber!isocyanyrate composite, phenolic, any hickness. ly Sheet Three or more layers of Type GI "GAFGLAS Plv 4" or GAFGLAS Ply ti", hot mopped with coal, tar bitumen. urfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS ck NC en Class A • sulation (Optional): One or more la )r 1 e erlite, evood fiber or gl:.ss ber, 2in.max. y Sheet Three or more lavers of Type G1 "GAFGLAS Ply 4" or AFGLAS Ply 6". r/2 facingal /g. G Industries "al MB Aluriiinum Roof Coating " - at. sq .. ... . k: NC r Incline: 1 l fi ulation (Optional): One or more layers perlite, woober, glass r, isocyanurate, urethane, perlite /isocya;.urate composite. p ethane composite, wood tber /isocyanurate composite, phenolic, any ckness. y Sheet: Three or more layers of Type GI AFGLAS Ply 6". "GAFGLAS Ply 4"' or rfacing: "Weather Coat Emulsion" at 3 gal /sq• • k: NC Incline: 1 / 2 ulation: One or two layers "Isotherm R ", 4 in., hot mopped. Sheet Any UL Classified gravel surfaced Class It asphalt glass fibe t system. k: NC Incline: 2 o ulation (Optional): Isocyanurate, perlite, iscyanurate /composite god fiber and One glass ply fiber, Type an G1 y thior cknesCs2, , mechanically fastened. -' 'se Sh mechanically fastened or hot , upped. eet y Sheet One or more plies Type Cl or G2, adhered with hot roofing sang: "GAF Premium Fibered Aluatinum Roof Coating ", 1 -1/2 sq or "GAF Weather Coat Emulsion ", 3 gal /sq• NC anon ( Optional): perlite, IncpInr. i klass fibers polyisoeyanurate, wood fiber, anically fastened, any thickness. RODUCT 1 • • • •• •• • • • •• • • • • • • • •.••• • • • •••• • • • • • •••• • .. • • •• •• •••• • • • • • •. • • • • • • •••• • • • • • • • • • • ••• •••• • • • • • • • • • 1 -2001 16:24 . FROM-ABC SUPPLY 046 v23,01 MON 13:08 FAX 954 578 1042 PROD - ON • NOTICE?, Polyfo:tm Products, Inc. 2400 Spring- Stucbncr R.outl Spring ,TX . 77383 -1132 APPItOVE.D: O6i14i21101 • : : :2W.'iktcmni:(c r cc•pante co.or wto,do POLYFOAN PRODUCTS, INC. PTA rho expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: 11- 1521.02 EXPIRES: OS /10/2008 561 585 465T T -779 P.001 /008 F -260 @I 002 MIAMI•DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING OUILDINC C ODCCOMpLIANCE OFFICE MLTRO•DADE PLAGLl:tt DUN-DINO 140 w1151'- FLAGLEn STREE•I: SUITE I603 hllAM t. F 1.ARt1M 33130-1503 (303) 7 FAN (105) 375 - 290N 0053 3 FAX (305) 373 -nix C(N11uA('1'0)! WFOIICEAIItN'r DIVISION 005) 373.2966 PAX (303) 37549ux Your Application for Notice ol'Aeccptance (NOA) of: Two Component Polyurcthene imam Adhesive under Chapter 8 of the Codc ot'Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami 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 aroduct or material at any time from a jobsitc or manufacturer's plant for'quality control testing. If this )rodtict or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the .ise of such product or material immediately. BCCO reserves the. right to revoke 'this approval, if it is Jeterrnined by BCCO that this product or material fails to meet the requirements or the South Florida Building Codc, Raul Rodriguez Chief Product Control Division T1.1IS 15 THE covraS1.1r.rT „S1;F ADDIT1QN,11. PAGES FOR SPECIFIcNII (;ENI:nAIr CONDITIONS (WILDING CODE Sc PROpUCT RF;VIFW COMMITTFF This application for Product Approval has been reviewed by the BCCO and npproved by the Building Cade and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set forth above. I'AODIICI' CON11101. DIVISION (B us) ; 7,4902 FAX 005) 372.6339 F i rrancico J. Quintnna. R.A. t MAR 2 4 2 jg ec mi 7r DadI Count) fluil►lirig Coil: Compliance Office 16:2.4 FROM-ABC SUPPLY 048 1 MON 13:08 FAX 954 578 1042 POLIiFOAIt PRODUCTS.INC. �yfattm Produ Inc. tOOFING ASSEMBLY APPROVAL. a lt is rv: Roofing ub- Category: RaorTile Adhesive jlotcrinb: Polyurethane SCOPE This approve Palypru© AI 1 160 as manufactured by Pulyruatnt Products, Inc. as described in Section 2 ot•this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design ure values obtained by . calculations in compliance with ltcoftng AppliCa tbit • Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproe AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCT DESCRIPTION Manufuctttretl by Test Product Apnlicant lintcnsinns Specifications p • t • n Polypro®AF1160 N /A PA 101 TWo component . polyurethane hoamproaD RTFI000 N/A Dispensing Equipment Pror':tckaD 30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dtidc County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the u s e of Polypro A11160 pouf the adhesive. 2.2 Typical Physical Properties: Pronely �, Density ASTM 0 1622 Compressive ASTM f) 1621 Strength Tensile Strength ASTM D 1623 Watcr Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM 1) 2126 Stnhility 561 585 4657 1 P.002/009 F -260 ACCEPTANCE No.: 0 -r1S Remits 1.6 IbsJfl.' 18 PSI iarallel to rise 12 PSI Perpendkular to rise 28 PSI Parallel to rise 0.08 LbsJrt 3.1 Perm / Inch Approval Date :.lunc 14.2001 Expiration Dnie: May 18, j006 Dispensing Equipment +0,07% Volume Ch :m c n .40° F.. 2 weeks 4-6.U% Volume Chan • • lluutidity, week. 0 1111111 : 0 111°P-". 1 =ant Zuloagn, !MC Product Control Lx.nrttincr e lif.1003 16:25 FROM-AEC SUPPLY 048 , HON 13 :09 + FA3 954 578 1042 561 585 465T T -779 P.003/008 F -260 POLIFOAR PRODUCTS, INC. ICluup olvfobm Products. Inc. ACCEPTANCE No.: 01 0$21.02 late: The physical properties listed above me presented us lypicel average values as determined by necepted ASTM test methods end are subject to normal manufacturing yarintion. LIMITATIONS • 3.1 fire classification is not part or this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A11160 shall solely be used with Ilat, low, & high tile profiles. . 3.3 Minimtun undcrlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® Al-11,60 roof - .tile.adhesive with.their tilt assemblies shall test in accordance .wich.PA._101.... 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AI-1160 roof tile adhesive with their tilt assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, _( - w F' -- -- -- MS 1. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro0 A11160. 4.2 Polypro® AH I60 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AI.1160 shall provide sufficient attachment resistance, expressed as an uplif based system, to meet or exceed the uplift resistance determined in compliance with Minmi -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted'in the roof tile assembly NOA 4.3 Polypro® A1-1160 rool'tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating lnstruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' opproved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application or any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (p), 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® Al•I 160 shall be applied with Foampro WIT 1000 or ProPack® 30 & 100 dispensing equipment only. 4. % I'olyprom A1.1160 shall not be exposed permanently to sunli Frank Zuloasa. RRC Product Control Examiner Table 1: Adl csivc Placement Placement Detail For Each Generic Tile Single Paddy Weight Min. (grams) Profile Tilcl'rofilc Two Paddy Weight per paddy Min. : rnma Flat, Low, Ili. h Profiler 111 35 N/A Nigh Pronto (2 Pn:cc Barrel) ....._..._..... ............. t71sidc on - cap and :.....:.._ 34/ an .........N /A_:. _............ Flat, Low. High Profiles tit 24 N/A Flat, Low, High Profiles ti3 8 . .6:2E FROM -ABC SUPPLY 048 WON 13:09 FAI 954 576 1042 4ykrant Products, Inc. 561 585 4657 T -179 P.004/008 F -260 ruLltuas rxujut.ta, iiw. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH IGO has bccn dispensed. 4.9 Polypro® AH I GO placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic the profile requires the specific placement noted herein, 5. LABELING All 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. 44 ACCEPTANCE No.: Ol- 052 crank Zulooga, ARC Product Control Examiner 6:25 FROM -ABC SUPPLY 048 wf o;trn Pro dii 561585 4657 T -779 P.005/008 F -260 HON 14:09 FAI 954 579 1042 rULl FU A!! r!(ullul:ta, 1 ni.. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 11 Marl trio+,h *phi bullkct17I,i7 yuaI tiilbe.4v1wMw 1WrreJ100�Ofn1 7) Tan cows oaks is a Ala * 81M 1a 1►` 111 In. IM.IuW op al mar 11. - N insult ths 111.. 10 •••■...0* 4 4 . 0 1 ° Th w w d k: WMph h Paula . 741110 ACCEPTANCE No.: 01-052 1M d►ilanat 1N'1(a Frank Luloaba, RRC Product Control Etainincr 11 MvccphMu1cmom Opilona lino Wu, WIPIvirvi !1c1Nnq VOA V I6 FROM -ABC SUPPLY 048 HON 13:10 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. 0 111 ProducI Ovpll pink ccmcnl axial lberwsen tile) Nddy limes!' 111e) 3 in. Single paddy o undrmymtnl E C aurx (An Ciotwe SInpU paddy 3 In. under Ills t i In. la paddy on r ern le teddy op of the ADHESIVE PLACEMENT DETAIL 3 DOUULE PATTY N4II through plastic umcnl 561 585 465T 1-779 1 F -260 ACCEPTANCE No, : 01- 0521,02. Na I Through plastic Canso) Undltleymonl 1 Single paddy under Ills Single paddy between eh 1 In. ti In. mows oho paddy MVO come any FrankZuloapa, R)ZC Product Colttrol E xamincr IQJ VW, Feeds Waepftole are cbaun Rip edge 1:25 FROM -ABC SUPPLY 048 MON .1J:1O Fr as4 570 luaz a. c. This Notice of Acceptance consists of pages 1 through 8. 561 585 4657 . rul ir�nw rAuuu�.i�, 411%. .• yfo;trn Products, 1!c. ACCEPTANCE No.: 01- 0521.02 Renewal of this Acceptance (approval) shall bc considered aller a renewal application has been filed and the original submitted documents, including test- supporting data, enyini ei•ing documents, an: no older than eight (11) years. . Any and all approved products siwil be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be cotuidt;rcd There has been a change in the South Florida Building Code affecting the evaluation of this . product and the product is not in compliance with die code change. The product is no longer the sanie product (identical) as the one originally approved, 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. • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval Itas been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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 Acccptancc as an endorsement of any product, for sales, advertising or any other purposes, The Notice of Acceptance number preceded by the %Yords Miami -Dade County, Florida, and followed by the. expiration date ntny be displayed in ndvcrtising literature. if any ponion of the NoticQ of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance ns well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available; for inspection at the job site at all time. The engineer need not reseal the copies. Failure w comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. END OF THIS ACCEPTANCE T -7T8 P.008/008 F - 260 Prank Lutoaga, RRC Product Control Examine Owner's Name and Address ... � .C.. ... Registered Architect and /or Engineer.. Name and address of licensed contractor Location and legal description of lot to be built on: Lot A/ Block A Street and Number where work is to be done Disapproved (Signed) MIAMI SHORES VILLAGE: BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby utndc for the approval of the detailed statement in me plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, FInrid.t. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the 13tsilding Division of Miami Shores Village shall be complied with, whether herein spected or not. A copy of approved plans and specifications must be kept at building during progreu of the work. State work to be done and purpose of building (by floors)..... Ncw Building Remodeling Addition Repairs N . o To be constructed of Kind o f foundation Roof Covering.1 Estimate Total cost of improvements S..��..01. i..l .� Amount of Permit S. a . Zone cubage required .Plan Cubage Distance .to next nearest building. Size of Building Lot Building Inspector Remarks ate l al. subdivision. ( °Z � � 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 %Vorkinen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith 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 pul)lic notice or notices as arc required by the Act. The undersigned agrees to employ only suc subcontractors, on work to performed under this pcnnit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him star d are true. Permit No.._.. "C Date. � .{l Mfr ........_._ Read, Sworn to and Sub bed bef me. 1,11! 1......,.•,...11 !1 ... •1f «,•... \ fi g36 -cfj�/ and for no other purpose. Stories...._ 0p ..d to me well known, Notary Pub W tat %0E FIg j of 71 My Commission I iiC Y ,uop.l:xpireilUAE..f, »/i—__.— 8ondod Thru Troy Fain _ Insuranco, ins, PLANNING BOARD DATE Citainnan 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 horn obtained from the Pl.rnnir.;; Board. A rc•in■pr•utiun fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • To be constructed of New Building Remodeling MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or ine plans and specifications herewith submitted for the build • inc 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. .._..._.•._._......_._._......_ 6 /1 ?.t 84 ,_,,,. ,19.._._ Owner's Name and Address ........... L ...K :... Street —.... 92 .S.TREEET Registered Architect and /or Engineer. .,:,: .<,•••,,, :............, Name and address of licensed contractor C• E• S ±EFPkQ....RQQ 4.1_.Al_..(tL.2.O.10. • .STREET Location and legal description of lot to be built o n: Lot �,.r f Block g,. Subdivision. �.. �� . � . : ._.�/._ _ .... ... Street and Number where work is to be done 1199 N. _ 9 . I�fp rREES ..._.._.... — State work to be done and S pu OF A (by RO RERQQ 2.1.,.+ l..S�S._.(2F .Glt{.ITE.FIA .._I.ILE Ai111L_ Kind of foundation Estimated Total cost of improvements $ 5, 350.00 Zone cubage required Distance.to next nearest building. STATE OF FLORIDA, COUNTY OF DADE. 53. Addition Chairman Member Member .. .. Council Approved Date NOTE: A charge of 51.00 will be made for making corrections or changes to this application after approval the Planning llo.trd. A re- inspection fee of $LOO will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. and for no other purpose. Repairs No. of Stories 1 Roof Covering..44841TE FL,4T• TT•L -E-- Amount of Permit 3, ?D d /3V/L7 0 ' t ° GQltv=' C plan Cubage 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 • . 41 N. W. 20TH STREET be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Lrhur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied Keith 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 subcontrr ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remuks... (Signed Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared ,.E,..Shep{aa. d..RQQ.fing..Co...Inc. (C E Sheppard) President__,___ — to me well know% and who, being by me first duly sworn, upon oath deposes and says that he is the...Ronf.ing...ContrraCtnr 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.......:1 Date.. .1.. ...._._._ Rea • Sworn to and Sub sibed bef • re Disapproved .. .. . ...... Date. ._...._.._........._ .6/ ��. . r? . - ..... Notblic, State o • o rida (Signed) .f NQT•AR.Y PUB I SATE QF. L I � es F eNr1 37N �tInsNl 1 � 1 �N 3 � [131fatn�Arro Building Inspector MY COMMISSIORIX "7U 1' f £l 3Nf11 S311IdX3 NOISSIWWOD ,tyy BONDED THRU GENERAL INSURANCE U ATE V021 Old 30 31V1S )I19f1d AV1ON PLANNING BOARD — Mcmbcr Member Member — °- --••- Disapproved Date has been obtained from for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. FLORIDA ❑ t ❑ DATE 195 ❑ PERMIT N° 4320 Contractor s License No. t ` ❑ Work to be performed under this Permit Bl. Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that. the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by tha proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY Y^ INSPECTOR 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUI1 ER BY AUTHORITY e 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. Owner's Name and Address. Registered Architect and /or Engineer Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date No / . 1 Location and legal description of lot to be built on: Lot -2 / Block Subdivision. Street and Number where work is to be done P f 9 71 ..g State work to be done and purpose of building (by floors). New Building L- Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7 x Amount of Permit $ » .. Zone cubage required plan Cubage Distance to next nearest building._ Size of Building Lot Street s ,19 and for no other purpose. No. of Stories Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with r rence to the building and its construction may / �., be sent to g - t... �? '�z-- I [ --- �. �a� L ,3 C�',� .7X44•- -o The undersigned applicant for this buildi g 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 wctrk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 0 Permit No Date i _ 0 Z - ",' Read, Sworn to and Subscribed before me. Disapproved Date . Notary Public, State of Florida ( Signed) �.D ,-- - - -- --- .. � � : _ V/( Building InspeEor -) 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.