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ROOFING PERMITLocation and legal description of lot to be built on: /36 MIAMI SHORES VILLAGE / BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby innde for the approyal 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 i3uilding 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 / O 2 / s — ?Z' ._. No ....... Street_.. _.. _. Registered Architect and /or Engineer 1 ......,.1111,..,- .1..... � ..., � y Name and address of licensed contr ctor... ..1.:./.��.��..1 . � ! � i / /4Z: . ::__..,! 41.1.6.-- J f Lot Block Subdivision Street and Number whero work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 3 t' ``' " Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Sfaximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc�n tractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks._._ (Signed) — �� 'f 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 stated are true. ,. - / Permit No. __.. /�` 71 Date Read, Sworn to and Subscribed before me. Disapproved _._ Date..{ (Signed) lit d 004 er` .r�, Building Inspector Chairman Alcrnber Member 1111.. Notary Public, State of Florida My Commission Expires PLA NNING BOARD DATE Membcr Member Member 1111_ to me well known, Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from the Planning Board. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. nspection Number: INS Inspection Date: 08/02/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA Job Address: 102 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, August 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 0 8 RECD Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Passed v� Inspector Comments 122 ^ .r-A C l� n 0 1� i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INS Inspection Date: 08/02/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA Job Address: 102 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, August 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 0 8 RECD Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Test Location Uplift Pull Test(P or 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 �Z !E b 26 7 ✓iP 51 76 2 27 52 77 3 28 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 8 13 38 63 8 8 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 — >r _ Permit #-..? 24°9 - 153 Job Address 102 N E eli1r., Mt t kLt. t 1 147r s i ' i. Roofing Contra t o ?- arc - ? Type of Tile: t s — u Date Installed: ' 2.43.- st : t Approximate Roof Height: Iii feet Roof Pitch: ly Type of Access to Roof: Scaffolds -'Ladder Other Approximate Square Footage of Roof Zt ADD ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion l00 Date Tested R -3 4 . IN ACCORDANCE WITH THE CRITERIA OF'PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. . THIS REPORT SUBMITTED BY: Y c v 1 ,/ 4( 10 P. P.E. x o 3 Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 TEST RESULTS P = PASS, F = FAIL Project No 7668 . Sketch of Roar J ob i 02 (LM ` 4 1 I CT:. 1.4 1.4ms ot okt3 i 1. of Cc -rtor c if) to �.N C eckk.By 3-r4 Notes. if tti MN' 11''111 4..... 1 1 t .�� { t I. 1 " Aid imiiiillIMINIIIIIIIIMUIfflintaingmbeimuni 11111111.1111111. 11111110100 .• wl sasses I MI ii j ] .a innummunore , i e .w 11 i r i si v a iii r - 1 1 t 4112 111111 E i e # ( i [ RURNRI Mi �'�' F f t Y {� �[1•11 8 R � I ERR F - 9j3 i F t i 3 € y ( ] �II g I . Sketch of Roar J ob i 02 (LM ` 4 1 I CT:. 1.4 1.4ms ot okt3 i 1. of Cc -rtor c if) to �.N C eckk.By 3-r4 Notes. Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA JUL 2 5 RECD Job Address: 102 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building De artment Comments Monday, July 24, 2006 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305-757-2612 Page 1 of 2 al. Passed OL Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 07/25/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA JUL 2 5 RECD Job Address: 102 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building De artment Comments Monday, July 24, 2006 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305-757-2612 Page 1 of 2 11 • 'Inspection Number: INSP -10 Inspection Date: 02/22/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA Job Address: 102 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Tuesday, February 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Number: BP2005 -1538 Permit Type: Imported Permit Inspection Type: Hot Mop Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Y 0p=' Passed Inspector Comments c7 a...4.4 40-1 ) R- . 0 --- , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 11 • 'Inspection Number: INSP -10 Inspection Date: 02/22/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA Job Address: 102 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Tuesday, February 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Number: BP2005 -1538 Permit Type: Imported Permit Inspection Type: Hot Mop Work Classification: <NONE> Phone Number Parcel Number 1131010190010 Lot: Phone: 305 - 757 -2612 Page 2 of 2 FLAT SECTION ONL Infractio Passed Comments TIN CAP SPACEING False Passed ? � Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -10149 Permit Number: BP2005 -1538 Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: <NONE> Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: TEE, ANDREW & BERNA Job Address: 102 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Bu ildn qp�a tment C ents Friday, February 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone - 305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone Number Parcel Number 1131010190010 Lot: Phone: 305 - 757 -2612 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building \ n Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address 10.). ) E City m,/1wv. Tenant/Lessee Name Phone # Job Address (where the work is being done) FDA tit q( City Miami Shores Village County Miam .Dade Is Building Historically Designated YES NO V Contractor's Company Name 951(004 Phone # Contractor's Address L O / Or (P"` `dui City Maims. Si State Q. Zip 331 4) D- D( Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: ❑Addition Submittal Fee $ Notary $ Scanning $ . 00 Total Fee Now Due $ e �Dh (Continued on opposite side) State Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 91 FL- Zip tg, (0(0 " ❑Alteration Permit Fee $ Electrical N RECEIVED V ['New Code Enforcement $ Structural Plan Review. $ 2AD5 M Phone # Certificate of Competency No. Permit No. — 9 ` fj ter Permit No. Phone # Mechanical Zip Square Footage Of Work: Er Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ O •. CO /CC Training/Education Fee $ 3 . ( 00 Technology Fee $ . ZC� Zoning Bond $ 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 pennit 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 ch o •urs se •n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ppro • .�.� d Ispection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this PI day of (2 , 20 O( by I &t) Tee- who is personally known to me or who has produced NOTARY PUBLIC: Sign: c Print: My Commission Expires: As identification and who did take an oath. Signatur The fo day of Contractor oing instrument was acknowledged before me this / `�- , 20 , by A'1CS tlt [_f.eax.e,t who issonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: tialtdik y (` �: il Print: NOV. 1' PIS' T.IC•STATE OF FLORID A Cu , Inc. 14. r e BART My Commission Expires;`' • :� = f • *****,************** ***************************** * * * * * * * * * * ** * * * * * * * * * * ** * * * * * ** *ri * * * * * * * * * * * * * * * #: * * *# e r * APPLICATION APPROVED BY: chc 05/13/03 / I 1-/ 006 . Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/7/2005 Applicant: ANDREW & BERNA Owner: TEE JOB ADDRESS: 102 NE 91 Parcel # 1131010190010 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1538 TEE ANDREW & BERNA ST Contractor OBENOUR ROOFING SHEET METAL & SUPIUti atc 's Address: 9301 NE 6 AVE SUITE A -101 Local Phone: 305 - 757 -2612 Legal Description: EL PORTAL SEC 2 PB 9 - 115 LOT 1 & W1/2 LOT 2 BLK 7 LOT SIZE 76.800 X Fees: FEE2005 -14182 FEE2005 -14183 FEE2005 -14184 FEE2005 -14185 FEE2005 -14186 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $325.00 $10.80 $3.60 $8.20 $9.00 $356.60 Total Fees: $356.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/2/2006 Construction Value: $17,610.00 Work: RE -ROOF 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. BY: Page 1 of 1 NOV 08P161 e.-Vi 1 lZ Y OF r1h( `n �A, y , 07: f-LOF,4DA, C` fNT of iho i.� c - '"��;K �� :+ °iAh,,i :.;YC ::r'ilFYti101thiSIsa - Z• 1 ` a u.. P � , . / 'i ) '...7e./;...1.(.11 ,, ` t. . n'+ N A 0 20 i +id Oiflc fal Sot l. IN G"D M It \t <JL'( RUVICl; Cj�tt:, of Crrc it and County CoiD � s y < NOTICE OF COMMENCEMENT Notice of Commencement must be filed If the job valuation of $ 2,500.00 and /or more in labor and material. Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155 Permit Number: State of Florida County of Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided In this Notice of Commencement. Legal description of property and street address:: Description 9f improvement: Owner(s) name and address: e' 1 to.. NE `t l ^ -rru SR. 2 4 PC Interest in property: Name and address of fee simple titleholder: Contractor's name and address: Name and address: Expiration different 1 of N Amount of Bond: $ Lender's name and address: Tax Folio Number: IDS L)E qkf' btx,theLte Surety: (Payment bond required by owner from contractor if any) If Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1 Florida Statute: Name and address: In addition to himself /herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(10), Florida Statute: Name and address: ate i . s d) mencement: (the expirations date is one (1) year from the date of recording unless a (Signature of Owner) Print Owner's Name: 1 A/0 A.V , ) Er- ` Prepared by: Sworn to and subscribed before me this Ip Address: day of • (1 , 205 �/ Personally Known,,,of Produced Identification Oath taken Oath not taken i� // Notary Public: J Print Notary's Name: Commission Expires: 1 111 111 11111 11111 11 111 11111 11111 11111 111 1111 CFN 2005R11588 OR Bk 23940 Fe 3773; (1Pe) RECORDED 11/08/2005 09:20:13 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE M)T4 Py Pi n?'C `I`. or F�: {�►L S kynR„.. D, elcom.. sslo:; , In408o8 EXPIRES; APRIL 04 2009 Bonded Ttn-u Miami Sodding Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Ridge Ventilation? Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number_ 0.1_, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 9 ° P2: V3 P3: 0 " 71 :- 4/ 3 Maximum Design Pressure (From the NOA Specific System): 0/4. 7' Method of tile attachment: Steep Sloped Roof System Description Deck Type: tav ype Underlayment: Insulation: • Fire Barrier: Mean Roof Height: 11 • • • • 430 /4 astener Type & Spacing: dhesive Type ype Cap Sheet: • •• oof Covering: • • •Type & Size Drip •• •• • • Edge: • • • ••. • • •, • •• • • • • • • ••• • • • • • •• • • ••• • • • • • •• •• ••• • u • • • • •.• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 '0'1 qzetc Description Mean Roof Height Roof Slope Symbol 20' Where to Find Design Pressure 40' PI or P2 or P3 34.4 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 Mean Roof Height 39.7 H 3:12 32.2 Job Site Roof Slope 37.4 g 4:12 30.4 Job Site Aerodynamic Multiplier 35.1 J1 5:12 28.4 NOA Restoring Moment due to Gravity 32.8 M 6:12 26.4 NOA Attachment Resistance • Mr • • • • 'GA. • • Required Moment Resistance 28.2 M,• • •: • • • •COctiuid - • Minimum Attachment Resistance F' _ • • • ` . • •NeA: ; • • • Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1 ;r length sv,Atli • • • • 11110A ••• • • • :: • • M Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION (P x I: (P x l: (P xI: • , . SECTION E (Tile Calculations) For moment based tile systems, chose either Method 1 or 2. Compare the values for M with the values from Mr. If the M,• values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile r Calculations Per RAS 127" P -4S x •303 = ( ( ) -Mg: `t -8 =M, ( NOA M 24.7 P2: -9 S- 1 x X .101 = 24 • �- ) -Mg: 4. I L y 3 NOA ME: -2 4- 7 es-. x ? - 3 t9 = Pi. 9 ) -Mg: LL I 4 = M ?4,43 NOA Mr: ad' Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below: *This table must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For uplift based tile systems use Method 3. Compare the values for F' with the values for 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" x w: ) - w: x cos 0: = Fri: xw: ) -w: xcos8: = Fri X w: ) - w: x COS 0: = F Where to Obtain Information NOA Mf: NOA F': NOA F': NOA F': All calculations must be submitted to t BuiIAi e Qnt of'f ertQij wation. • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Alfareria El Volcan 8405 NW 53 St., suite c -102 Miami, FL 33166 • • • • ..• .•• .•.. • • • • • • • • •• • .. .. • ..• • • • • • • ••. • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • •• •• • •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Volcan "S" Statue Clay Barrel Roofing Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. • • ••• • • The submitted documentation was reviewed $ Fr k NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 1 of 4 123.01-40 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Fonn. 1 Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as 'NA') System Manufacture :. 0!T F NOA No. a O S6 (• t J Design Wind Pressures, From RAS 128 or Calculations: Pmax1:'Cq. Pmax2 :o vv -( Pmax3 : ?`f• 3 Max. Design re ure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Insulation Base Layer: Section C (Low Sloped Roof System) Slope: n. Anchor /Base Sheet & No. of Ply(s): 14 Anchor /Base Sheet Fastener /Bonding Material: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bondj$g►Ihaterial: Base Sheets) & No. ofPI ( 1) 1 ti I dsC G 4.. apse t Fastener Bonding M4teri t S 1 TT t4 t � sv) a L sl(`, y1- Ply Sheet(s).& No. of Ply(sk - ) � o- p1 PI Sheet Fa tener Bo din Material: Ply X64-1A6ficd Surfacing: Cc 1 '4i't 4 L• .. •.• • Top Ply: .7 (o R C Sh c44 • • • • • • ••• •• Fastener Spacing for Anchor /Base Sheet Attachment Field: ° ' oc a Lap, # Rowsgv @ 9 1 oc Perimeter " oc @ Lap, # Rows3 @ ,,11 i Comer: oc @ Lap, # Rows @ v ' oc4 IN `T Number of Fasteners Per Insulation Board N' Field Perimeter ___Corner 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. S "Cfr *G4,1( 'L i Lt" o•� . . . •• • . • • • • • • • • • krAq qte Li• 'z-4 X g - 7S ••• • • _ ••• . Parapet Height Mean Roof Height Top Ply Fastener/ Bonding Material: itl 44 • • • • • ••. •••• • • • • • • • • • • • . . • . • • • • • . • 6 i z tLl S r.4J- '..•' •• • • • • �'� �L 7 E � •••. 5-g3 • • • • • • • • • • • • • - • • •• • •• • • • •• • •• ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This new roofing system using Volcan `S' Statue Clay Barrel Roofing Tile as manufactured by Hacienda EL Volcan described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured b A licant Volcan `S' Statue Clay Barrel RoofingTile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test A encv IBA Consultants, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance Ivith. the applicable Roofing Applications Standards listed section 4.1,1ic'reftf 3.5 30/90 hot mopped underlayftignt a4�liT apoajn �ay Le pigtailed perpendicular to the roof slope unless stated otherwise by Ws tingerlayfilent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicabl .building code. • •;' • ' • • • • • • • • • •• • • • •• • . • • • • • ;' •• • • ••• • • Roofing Roofing Tiles Clay Dimensions Length: 18.25" Width: 10.50 varying thickness Length: varies Width: varies varying thickness Test Product Specifications Description High profile, one - piece, `S' shaped, clay roof PA 112 tile with a single roll. For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at PA 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 2799 -1 PDI- 002 -02 -01 PDI- 01 -02 -01 • . • ••• • ••• • • • • • • • • • ••• • • • • • • • • • • .. •. • ••• ••• .• . • Test Name/Re TAS 112 TAS 101 TAS 101 ort Date 08/22/02 10/08/02 10/08/02 NOA No.: 01 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 2 of 4 4. INSTALLATION 4.1 Volcan "S" Statue Clay Barrel Roofing Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Tile Profile Weight -W (Ibf) Volcan "S" Statue Clay 6.43 Barrel Roofin • Tile Length -I (ft) Table 2: Aerod namic Multi • Iiers - ft Tile Profile (ft') Volcan "S" Statue CIa Barrel Roofin • Tile Direct Deck 0.3 08 • • lication 08 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile Direct Deck Direct Deck 5 ":12" Direct Deck 4.73 6 ":12" Direct Deck 4.63 7 ":12" Direct Deck 4.52 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Sin • le Pa Adhesive Set S stems Tile Application Tile Profile Volcan "S" Statue Clay Barrel Roofin • Tile 1 Padd •iacement of 41.5 •rams of Pol ProTM. Polyfoam PolyProTM AH 160 Minimum Attachment Resistance 26.7 Table 1: Average Weight (W) and Dimensions (I x w ) 5 . LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ••• • • . • • .. • • • • • • • • • •• • .. ••• .. • • • ..•. •. • • .• .•. • . • • .. . .. • ..• • .• • • .• • • • . • ••• • • • • • • • • • • • • • • • • • • • •• •• ••• ••• • .• • NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 3 of 4 VOLCAN `S' STATUE CLAY BARREL ROOF TILE PROFILE DRAWINGS END OF THIS ACCEPTANCE 41. 00: : 000000 • • . . • • • • .. • ... •. • • • .• ▪ ..• . • :. • • • • • • • • • • ••• • . • • • • . • • • • • • • • • • NOA No.: 01- 0828.01 • "' Expiration Date: 11/27/07 • • • • • Approval Date: 11/27/02 • • • • �•� • Page4 of4 • • • • • • • •.. • • • • • 0. •. •.• .•. •. •. • • APPROVPD: (1604/2 (MI • r vLl r u.lp rtruuL I. 1.1) . 1' +l . PRQ_DUCT CQNTR cr. or Ace c,�� 1' nly'fo:•rn Products, Inc. - - 2-40o Spring- Slucbnrr r'.ond ' Spring 1TX 77383 - 1132 Your application For Notice otAcceptance. (TfOA) of: Two Cr:mot:Incnt Polyurethenc Foam Adhesive under 1 ^hapte:c�8 of - the Code oCMiami -Uadt: , County governing the use of AI ternate Materials and T z Types Construction. and completely describ d herein, has been recommended for acceptance by the t\•f anti -Dude o County Building Code Compliance Office 03 C00) undi:r the conditions specified herein. llti hrlOA shzl1 not be valid 'after the ex ; r I i anon date stated below. BCC° reserves the right to secure this product or material ;tt any time from A jobsite or manufacturer's plant for quality control testing. If this product Or material fails tea perrorm in the approved manner. P moy revoke, 1m1odily, or suspend the :cm: a such product• or material 111117)t;dlJl.c r deterniincd by BCC :O that this product or I rtat rd fail reserve.; the is or e Sou al, if it is Building Code, t the South Florida B The. expense of such testing will be incurred by the m.lnulacturcr• ACCJ r+fi'+i iii CF NO 0 1• -O52 l,tp r. �PIltCS: QS /10/20n6 Raul R.odriguc Chief Product Comm! Division iiii5 5 "- rl` ovErtSlrrhT,kE ADDITIoy + 1L rA(;R,S roiz s.mcirrc nN c rNr•ri,At. CnNt iinNS - —�._. �,. TLitil arryG, c TI,A rEa) 1CT i Fvrr4v �-- --_ . �. oklytr7Trr This application for Product Approval has been reviewed by the BCCO and approved by the 3uildin Code and Product Review Committee: to be used il, tvtiZ:ni -Grade County, Florida under the conditions set forth above. 'i so4s00011pe10O011tempntcanotlto 3 ctepmnCa cover plat dot it e roe C !rind address: p (n'�lluildingen(Iccurli i c,Cl A n• • •• 1 o - d ret 0.t `4`:s_31'''ft[i3 I'nncisco J, Quinlnnn, R.A. •• ••• • • • • • •• Director • • • • • • rvl lam i- ip;l(le Ccwniy • • •• •c• •• • • • •• rluillling Code Compliance Office • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • MIA I -DA DE cout1Ty. FLORIpn METRO- D+tI)E FLAG LER [iUILDING Il(J1LnrN - Conc COI\IPLIANCC OF(tICF 1 rtCTZO -D.1OF 1'1.. ,cd.,E t Qi /ll_OING 1•41 WEST FLAGI.r_lt S RE 1'. st1r'I; 1601 MIAMI.. FLORIDA )3130 -150 13 Ai) )75- 29111 FAN 005)175-.7:90M t :ON•ru.t c )•Ot? I.I('VvsiNG :;r:cr1(,N (101] -2327 VAN iJP51 7�c_'3 CON', RA. C-1-011. L-NT'OitCl:Nt'iN'r 111'.'ISIUN (1(1$) )75 -7!+b It O05i 175 -3volt ritoot'C1' CrD,Yrttot. 1)1'✓1SIClN (30117s.2.10? It,kx (a05) )7a.(,3;) • �r l 1iJ 00 • • • ••• • • • • • • • • ••• • • • . i 13nmjpa IAt;: // v,vw.I ulldingeudr.oniine.con1 • OC''loaa :! r :) T .. 1 J \) J 1 114. 1. 1. s.I q'yfn 7 ProductA,_l tvlatt;riala 1. SCOPE 1'rnocrty Density Compressive Strength Tznsile Strength Water Absorption Moisture Vapor Transmission Dimensional St bi1ily J 1 R.OoriNG ASSEM73LY APPROVAL Catunr Roofing Suh-citteznryi Rool'TilelAdhcsivc Polyuretltitnc 1 This approves l'olyproZb A11,1160 as manufactured by Poly full m Products, Inc. as described in Section 2 of thi Notice of Acceptance. For the (sections where the clesign pressure requiremcnB, as do ermini:l_I by applicable building code, does nor exceed ihc: design pressure values obta;iited by calculations in compliance with Roofing Application Standard RAS 1.2'7, for use with approved tat. low, and high profile 1 - ooftiles system using Polypre AH 160. Where tlVc attachment cticulations are done ns a moment based system for single patty placement, rand as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Te8t Product Ail 0 lican t 1)iraenslpnti acriliCntinns Qescriptio Palypro®ARI60 ��,'A PA 101 Two component polyurethane roil inproa kIr 1 00t) Dispensing Equipment ProPackTO J0 & 100 N/A N/A 2.1 Components or prtrducts ni lnufactured by others: Any Miami-Dade County Product. Control Accepted Itool'T ;le As ;cnibly havinb n current NOA which list uplift resistance values with Inc use ofPulvpro AI1160 roof adhcsiv. , 2.2 Typical Physical rf npertics: l Test ASTM D 1622 A$TNI t) 6'31 ASTM D 1623 ASTM 0 2127 ASTM E.96 ASTI et.t?C,SL 0C o .L 116.11 . 1 1.1, „' 1:.1 •.. .1 .1'. ACCEPTANCE Yo_ : 0l•)5? 1.0l R cv u lI s 1.6 Ib ;Jrl.' 1S PSI Parallel to rise 12. r'S1 P l!.rpendicul;tr to rise 2R PS1 Parallel to ri:c 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: ; lune,14 2110 l;,xpiralion Date: M,►y 7,006 D 2126 +0.01% Volume Chanel.: h -40 r.. 2 • 1vCcl: • F • • • • • •• • • e:C :live 1(tim•tti*y.2 •• •• r)ispensinG Equipment • • • • • • • • • • • - • • • •• • • • • •• • i • • I'r�r�4 C�1�01 a. It ••• ••• ••• ••• Prscluct•C0nlrol L ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • . • • • •• • • ••' i• 0 a : t 1 :: 1 . 69 f; lit* • • rs:9 c•oo7. 70 ddJ ,'J.. ..) lril 11:Utl t',1.1 ;JJ•1 .'r,) , I CO'd pol foam Prodlc .,Inc, ry Lo.t vr'.'t r nuu l'�. . t Note: The physical properties listed above. are presented as tyt,icnl nventge values ns determined by ntccptcd ASTM test in tliods :Ind l subjccr h) norni;il nlnnurnCturinp v 1ri,Ition. 3. LIMITATIONS 3.1 Fire classification is not part of his acceptance It_efcr 1 .0 the Prepared Roof Tilt: Assembly for lire; rtitint 3.22 1'olypro® AF1162 shall solely be used with Hat, low, high We profiles. 3.3 Minimum undcrlgtymcnts shell be in compliance with the ftoo :ink; Application Standard RAS 120. 3.4 Root - Tile manufilctures acl!uirio acceptance fur the use. of Polypro0 AN160 roof tilt adhesive with their tile, assemblies shall teat in accordance with PA 101. 3.5 Roof Tile manufactures aequirintt ricceputnct for two paddy placement with the use of f'olyprotlt AN 160 roof rile adhesive with their the assemblies shall test in accordance with ?A. 101 and with section :0,4 as modified herein, 4. INSTALLATION" 4.1 PolyprorEu A( - 1160 may be used with any roc tilt assembly hav'inr~ a current 1\ that lists uplift resistance v with the use of Polypro'br Al - ! 100. 4.2 Polyproe A1-I160 shill be applied in compliance with the Component Application section and the corrcSSpend:nb Placement Details noted herein The roof kilt assembly's adhesive attachment with the use of Polypro2 ?) A1-1160 shall provide sufficient attachment resistance, eapresscd as tin uplilZ based system, to meet or exceed the uplift resistance cAtcrmincd in compliance with Miami-Dade County Roofing Application Standard RAS 12 ?, The adhcsivC attachment data is Holed in the roof tile assembly VOA 4.3 Polypro® AR 160 roof tile adhesive and its components shall be installed in accordance with Roofin Application Standard RAS 120, and Polyfoam Produces, Inc. PolyproZtl .A1 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory T-aincd 'Qualified Applicator' approved arid licensee by Polyroam Products fnc. Polyloam Products Inc. shall supply a list of approved applicators to the authority having Jurisdiction. 4.5 Calibration of the Foamproe dispensin; equipment is required before application or any adhesive. The rni`! ratio between the "A" component and the "E3" component shall be maintained butwecri 1,0 -1.15 (A) : 1 .0 (f3). The dispense timer shall be set to deliver 0.01'75 to 0.15l per tilt: as determined ;.t calibration, No other settings shall be approved. 4.6 I'olyproto AI slain be applied i1)o ;fin :r4Ki'rf ivup'ur Prol'ack® 30 & 100 dispensing equipment Only. • • • •• • • •• • • • 4.7 Polypro e A1.1160 sltallI not be 1 sunk .i '8t7 . S[ C • • • • • • • • • 410 • • • • • ••• • ACC, E.1 i`o. : 01-0521.02 ••.( •• • • • • • • • • • • e • `� • • • • • • i's,nLR!,,iloagn, Rl:C ••• • • 1' rodttct Control EN.ainlncr • ••• • • • • ••• • • • • • • • • • • • ••• • • • •• •• • • • •• •• 0. h1_t,t 965 &. • • • ••• • r73C1 dd3 :'JJ ZIP ,idk ro' d 1111. 1':1.1 8J'1 •1 r ,) .' Pulx_Loam Products. Inc. 4.9 Tiles must be adhcrjd in freshly applied ndhcs,vc Tile must be set within 2 to 2 minutes after Polyp o0 A1-I 1(30 has been disp■msa 4,9 Polyprotb Al-1160 p ,tcen!crt and minimum patty weight shall be in accordance v (he 'Placement Deta. Is herein, l ;tcn generic tilt protilc requires the specific placement noted herein. I'nblc 1: Adhesive PlAte.Itttnt Far (itch Generic -file 1' l 1'ilcl'roflI Plncclncnt Sirt�,lc I'ntl�ly We; ght wo ruddy Wci6I i Ucrail 1 \_11n. (gr,lnis) pc!' pnddy Min. (Crnrns�_ Rat. Low, Hit;h Profilas H;th Pro(Ic (2 Pit :cc: Barrer) Flat, .ow I'fit:h Profiles Flat, Low, I -figl) ['corks ▪ LABELING AJI .Polypro0 co miners shall comply wish the Standard Conditions listed herein. .(3. 1 131111 -D1NC rtrZ,NITT R.TQUf REIMEN"•Cs (.1 As required b the Building Official or applicable Building Code ir, order to properly evaldatrs the installation or this system .. 000 • • • • • • • • • •• 4 10 0 ACCEPTANCE No, . 01- 0521.02 35 NfA 17/s ;dc on cap and �N!A 34,/pan 24 d • • • •• • • •• • • • •• N/A 8 /Z 1 • • • • • • • • ▪ • • • • �� --r`"' . • • • •• • • • ▪ • • • • 661nl. luloa6a, RAC • ••• • • r'roduct Control 1.xamntc:r 1 ,11. 1 ua • • ••• • • 41 • • • • ••• • • • • • c?r i r r -. r I, r CSH'1S �.� •• •� •�• •�• i 9 13131:18E 'I i S' 91 c llE ='0 ddtrl 13 •03 'rnv 17:1(1 FA,‘, y5•1 Polyfonnl ProdLCI.S, CIOM N]il r, :eV 4o pI3e11t C41401 JedwATIII \ • Ilronpn plltllc Ler .nl 1 10041 erh' Ell) 1dhn�. toms, t l;, b0 e on1 4117111..1 U.I'L !JUL.J - U',!I F KUUl S, 1 C. ;\ EFTA N,'C-E No. : 01 1.1E51VE. I'[,ACEN1E1\T DETAIL 1 SINGLE PA'T'TY M 1014111111,1.) 1.1 Mlle brig WOO 1dAr111. 40ev., I if. dt I':n 41•010111 lam • NLkl 7•) 3 ••• • • • • • 4.1.11A/304 pla)31e ,flea? ,,. p lBent)Ip twl ( �f � n lbrnc ll•CI ui,, ? '�., " 4 •, 1b • • 1 4 1 1 U, 46..4' 4.114 • d ' �[ \ \ cal . 4d .u.(, tlr1 ere 114,111 4141,1 IUII II rluc 140,..0 1 341111444 le 14111.. Il 101) 4!t11p 011011 )t Y 4r1{ 0 IJ114:611011 4111 L'c 1:1 10131x In44el In 3OM):1 ■nn the 0 >n 114 71 vm 11.17! •p)ide 00.n. rice lot 1!cd If; 1 10 1 1:1. FI0,h1 014 147 1414 )I t.. .. 101. th.. t •WI la. 1111 UAV.34re t111 '. '.. , N •'> E1•1 (N441. ITC,.3 1 )4.11 41•1. Cr.., f e•e :tune 14114. 044p edheel, n .,0111 1 11 1 Autftrn411ph01,1 •• ••• • • • • • • • • • • •• ••• •• • • IMn)117171 el I ! 4/r p)•4. Ent chador, 046 44.4? We41n4!. F,,41B4 • • •• • • • • • • • • • • • • • ' ' • • • • • • , r.L f 2111oapi, 1Z-RC: .• • • • • • • j 5 ••• ••• ••• • • 1 CW11roI a.\ mir1Cr • • • ••• • • • • • • • • • • • •• • • • • • • • • C1'd r'E1G38sL C 0.1.. t'.'_CC969 E V i '• ••• ••• i • i 1: =) I �de dd 9S :91 n007 7.E' ::_IdFI Polj Products, Tre. ) iq, X I in. medium tica 9addyuare faith CoUr;p Daly fair Come Nall Through plarIc canon( 3 In. 1 a 3 in, $Inpb paddy On under laymcnl SIngle p a d d y on lop of lila Sinple paddy under Ile 0 8 1 01 ACCEPTANCE No.: 0101 - 0. ADIIESIVE: VLACE';1'tIE.N'1' DETAIL 3 DOUBLE PATTY Pa.1dr (beINean tna) Dadcy lundur IIl0] / Hall Ihrculn plislIc cement ,\ ti • • • • • • • • • •• • • • • • • •• • Had Nrcugn Oar iii: cnntcn! �----.„ r Unerriaymert \'.` ( / N'' • •• • • • • • •• • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • A I r.. In. °.ingl: paddy .y on top of lIle _Am Single padd •under rile Single paddy bcrween the • Eeror:,10r :r In, t 7 In. medium sizepadaytaeee On4 ` Ncti • • • • • •• Isank wlonk.TI, RRC • rr o d uci Control LN7nhiI Lr Single pa Oily under Me Sink] paddy ceIWeer lllc 7In. r7 IA memum / \\ tiro p]ddyeare Courrc only /i • ra scla We r,..■e04 J / \_ Ewa claesae �.� \ Cr1p c42e ••• • ' • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • . • • • LOC9013C ` • • ••• • • 07 8d : :_I f C(L1O It 'tldN I J, 1Lt. 1 I;.1. rr r. e J'1 JJJ Polyfo,m Products 11,c. Through plastic cement J PaJt'y j9;nt1Ih Iii!I ▪ • 7 1n Eot cwnt }` t . 1 EPc Caunc 1tl•14 1'VLXt V:,'1 . . .�i DIIESI Y E PLACEM1ENT DET,\IL 2 Si NC, LE (?ATI EIY% Clal lt'1 ` ��•ZY �� J ��titilJ l ��L_,r.�,. Nail Inlouo' pgn;e cement Undad)ym. \` Faa t.a • ••• • • "ACC E P ANCE No. : 01-0.521.02 NO In/con Ia111c cement — ' �� t'pAel'aq^tenl \ �.. �� 1. i JIr \ mil n. L1k Carat .i s • • •• 1 .� P)ayje.A r)4 :'Icj r C :o10 \ s-- Flip) F)1112 w l l phaid GAYI !;011.)10 Orly Not • • • • • • • • • _, ..�� , 3 .•-•••••••a.-..................„,., ) • • • • • .. • • • • • • • • • ti • _1 •• • • • • • • • :. Fr$.yk 'Lulo.ga, RI.0 • • • • • • ••• • ••• • • Pr&iuct Control Ex.mincr ••• • el • • • ••• • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • 913 bthE;ESL.SIIC • 01 t{',:'_i C9E3'titc:• • � ••• ••• i• •• 1 ' 111lJ r ! 9g:91 C0072. TO dri r' 3F. c td it 1to1 `c`k . 7 PoIvf4:lrit Products. inc. Renewal of his Acccptancl, (approval) shall be considered peter renewal ,application has (3iil'. Illed and the original submitted d ocuments, including :c,t stl[ portin data, cIi ince:r:ny documents, an: ho either than eibh: (li) years. 2. Any and all approved proqucts shall be pernt:ur.ntly la'a Ice„ c the Inanul:,Cluier's nAinc, City, stab:• and the rolloeving :aci tn:: • I`liaint U ;ieh: County Product Coulrot Approval ", or as specifically stated in the sp�.•i ;lie conditions of this Acceptance, 3 Renctval4 of Acccplancc with not bt considered if: a. There has been a clr;tln6e in the Sauth Florid i Ouilduisl Cock affecting the evaluation or this product and the prodkt is not in compliance \n' th the cad eltane,cs. b The prod-ret is no longer the spine: product (idl:ntical) as the one originally approved. c. ft the Acceptance holder has no compliec! with all the requirements or this acceptance., including tic correct installation of the (redact. d. The cngincr :r who originally prcpare`d, sinned and scaled the reentered documentation initially submitted, is no longel practicing the engineering profession 4. Any rcvi ;ion or change :n yh, n.a:crials, use, anJior n inuiacturc or the product or process shall automatically be, cause for termination of this Acceptance, unless prior written approval has been rquestcd (through the Filin` of a revision application with appropriat.: tcc) and gra,urd by this office. 5. Any of the following shall all° be grounds for removal of this Acci_plance: A. Unsatisrr ctory perl'orn once of this product or process. b Misuse of this AccepIF ncc as an endorsement ot any product. for sal.s, ai•rcrtisirlg er any other purposes ti The Notice of Acceptance nu nbcr preceded by the: Nvords till ;iini County, Florid, and lot:owed by the esp,ration date iii 5c d'splaye:d in •dvcrlising lileraturc. Ir any [= 01'ti0n of the Notice of Acceptance is displayed, thei it shall b, done in its entirely. 7 A cope of Acceptance AS \vcll as approved drawings ZnJ other documents, where it applies, shall be provided to the user by thI manufacturer or its distributors ;Inn <_hiII, be available for inspection at the job sit_ at all time, The engineer h riot reseal the copies, 8. Failure to comply with any S.Uion of Liis Acceptance shall be cause for termination and removal of Acceptance. 9, This Notice of Acceptance consist. of pasts i through S. END Or THIS ACCEPTANCC •• ••. • • • .. •• ACCEPTANCE • No, : 01- 0521.02 • • • • • • • I 1 ••• IV •••••.• • • • • • • • • • i . . . ... • • • • • • • • • • • • • G I"'GSE S O1 t},! .91;940 •• • • •• •• • • •. 0)']1Yd9 Jd 9 t 0003 20 Jdlc • • • • • • • • . •• • • ••• ••• • • ••.• • • • • • • • • • • ••• • • • . ---- ••i r :r4'1_ ; .ulooa ItItC • • Product Control Examiner LJ I I M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves to revoke this acceptance, if it is determined by Mianu -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la el 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 Miarni -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 NOQ.shal•bt pro .idgdo:heL•ser by the manufacturer or its distributors and shall be available for inspection at thl job sit. aptQe reQudstof tlae Building Official, • • • • • • This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, Mc ... • • • • • • • • • • • • • • • • • . • • •• • • • • •• • • • • •• • • • • • • ••• • ••• • • • ••• • • ••• • • • • • • • • • • • ••• • . • • • • • • •• •• .• •• 000 • • • ••• . MIAMI.DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixlM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix TM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Biturnen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 39 GAFGLAS #80 Ultima 39 Base Sheet GAFGLAS Flex P1yTM 6 39. Roofing BUR Wood -.75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons .•• • Test Specification ASTM D 41 .37" (1 meter) ASTM D 4601 wide•• ••• • ' .37" (11i3eter). ; t S 17,4Q7; wide • • • • • 37" (1 meter) ASTM D 2178 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons () ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement w d • • • • • • ' Ssptialt coatin • • • • • • • • • • • • • • • •. •. • • • • ••• • • • • • • ••• • • • • • • • ••• • • • • . . • • • • • • • • . Aighalt impregnated and coated glass mat Base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with • • • • • • •• • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Cap Sheet: Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12 ". o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIy 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFT111,) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applie,J within the EVT range and at a rate of 20- 40 lbs. /s g (Optional) Ore ph. if i Surfaced Cap Sheet adhered in a full mopping•of apptOveQ'asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. • ••• • .• • • • • ▪ • • • ' .' . .. • • • ' NOA No: 03- 0501.05 Expiration Date: 11/04/08 • Approval Date:10 /23/03 • •' • • . . �.� • • Page 18 of 7.1 • • • • • • • • • • • • • • • • • • ' • • • • • • • • • ... • • Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 201bs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. •• • .. • • • . . . . . . • . • • • • O . • • . • • • • . •.. • . • . . . . • • • • ••• ••. • • • ' •. • • • • • • • • • • . • ••• • • ••• • • • • • • ••• • • • • . • • • • • • • . •. . ..• • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 • • • • • • • • • • • • • Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet 'shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip Mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specificajly4efevrad vwithta thielQOA, General Limitation #7 will not be applicable.) • • • • • • • 10. All products listed herein shall ha% a 'ualog:astufar4e: audit in accordance with the Florida Building Code and Rule 9B -72 (Able Plorida Administrative Code. END OF THIS ACCEPTANLE • • ••• •• - • • • • . • • • • • • • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 • Approval Date:10 /23/03 ••• • • • • • �•• • • • Page 21 of 21 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • TGFU.R.1306 - Roofing Systems Underwriters Laboratories Inc. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypswn Dens -Deck® in hot asphalt. "Energy Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof in�Ulario , • fastened, adhered with hot mopping asphalt or urethane insulation adhesive ..Polyltyl•ehe:rafeFhcg.ih any of the following Classficatons include "ENERGuard EPS Insulation • eferences to glass fiber insulation i fie &ude,'Enargyet:ard Fiberfil ••• ••. •• • • • • • • • . • • • • • ASPHALT FELT SSSTEMS WITH HOT ROOFING ASPHALT • .. .... • • • . • .. • • • • • •:• • . . . • •• • • •• •• • • • •. • • ••• • • ••• http: / /datallase.n1 rnnlirPi_}1in /YV T /t,,.,,,,1„ +,. /T TOT'Zrm i Page 1 of 55 Previous; Page; R1306 TGFU.R1306 - Roofing Systems Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet ma' • b ' e • •' ••• • '•• • y p s!a d.rn.a�ry q the following systems. "GAFGLAS Flex Ply 6" is a suitable alfernate to GAFGLAS Ply 6 ". .• "GAFTEMP Permalite Recover Board" t rf;ed x'ie o� an perlite insulation in any of the following NC Clas • • si f cations. • • • • • • • • ••• • • ••• • • Class A awl G • • •• • • • • • • • • • • • • • • • • • • • •• • •• •• • ••• • •t• .• '• http: // database .ul.com /cat- bin/XYWt 1 /T TCT'� ET) n 10117 Page 2 of 55 TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 6. Deck: NC Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: (' -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — An UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed Base Sheet: — One layer Type cr2 "GSA ,43 #95:1rease Sheet" (may be nailed). Ply Sheet: — One or more layei%Type*(1 itiAlDly 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type 04 "OAFMA Mineral Surfaced Cap Sheet ". yy • . ••. •.• ••• .t eclinr:•3 ; • . . • • • . • • • :.. • • i. • 'Base Sheet: — One layer TypeT2 "�GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers T' GI." 04F�I,AS Pty 4" or "GAFGLAS Ply 6 ". • • • • • • • • • • • • . . • 1 y ••• • • • • • • • •••• ;• •: h ft�l'''clr, tnl -v, 1,1 rn,,,Irn. �,:. /V'V�T /.._ � . , n ,r Date Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address 102 N' E 11 S T, Contracting Co. , 7 �i e2)�r) Qualifier / / 1 / State #c' G' 0 Municipal # Competency # Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): IcIELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Ag(°,e5� /P � C e 2/e - /e VI! 'es / 24r v Square Ft Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I cert that all the for oing information is accurate and that all work will be done in compliance with all applicable laws regula troy oning. Furthe�. ore, I authorize the above -named contractor to do the work stated. My Commission Expires: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address ,40( Q(J & Q l ' Tax Folio 'f0, RADON C.C.F. NOTARY • Master Permit # 1 (7 ! / C Phone 3�1 — 336— c&; Address g7 a V ei /c9 oZ s -' ss# J 813/557 550. Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner- Builder Date My Commission Expires: BOND TOTAL DUE APPROVED: Zoning Building j�Ur Electrical Mechanical _ Plumbing Engineering .2/ / 4 Application is hereby uinde for the approval of the detailed statement or the plans and specifications herewith submitted for the build in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of 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. APPLICATION FOR BUILDING PERMIT Date..._..._..._8 /12 83 Owner's Name and Address Gertrude Elli _ N 102 „__, Street_...NE 91 St. Registered Architect and /or Engineer Name and address of licensed contractor Biscayne Roofing Co. 518,0,..E 11 Ave .. Hialeah,_ F1. Location and legal description of lot to be built on: Lot Block Subdivision .... �...__.__ Street and Number where. work is to be done 102 N.E. 91 s t Street State work to be done and purpose of building (by floors) Re - RQQf,,._ ..Remove felt L... ltl01) ... . � . Q # .. .s.l.at,i~.. f.lat.... Remodeling Addition Repairs X No. of Stories 1 _ Kind of foundation Roof Covering Ti.le... &.. rnOQth 7.10.0...QQ Amount of Permit $,.... 2.0.. Qo Surface Plan Cubage Size of Building Lot New Building Remo To be constructed of Estimate Total cost of improvements $ Zone cubage required Distance .to next nearest building 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.. B.i s.ca.yne...Roo.f.ing._.Co._ 51.8.0. E.. .1.1 Ave.. H.i.aleah., El.. 3.3013.. . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of i. hur under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied s.ith 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 suc bcontractors, on work to be pgrformed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Bcfore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared James T. Laing _. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. Roofing Contractor of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ue� Permit No.. Li . r� { �� Disapproved (Signed) 1/./0% If dry /� c . MIAMI SHORES VILLAGE c . .' BUILDING INSPECTION DEPARTMENT Building Inspector Date ... 1 .. 7 Chair;ran \1crr,ber Member .. _ .....__....._..._._...._....... Council Approved Date NOTE: A charge of $1.00 will be made for making corrections tie Planning Board. A rein \pection Ice of $1.00 will be charged materials and /or workmanship. 01d_ _oof. „Tin cap 30# t,j,],. slope section. Sqs _.,,,, for no other purpose. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement 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 STATE OF FLORIDA, COUNTY OF DADE. ss. Building Inspector NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. ,�- r�ef.C. EQQi Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be don and purpose of building (by floors)__ 654-ptal I 0 - 2, 1 *I Permit No `. Date Disapproved Date ( Signed) PLANNING BOARD Chairman - - - - - - - - - - - - - - - - - - - - - - -- M e m b e r _ Member Council Approved Date Date F 1 ? S9 lifcift Qo Qo and for no other purpose. Repairs 1! No. of Stories o1 New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering 13 0 Estimated Total cost of improvements $ 7s Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks _ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida _, 19!D to me well known, My Commission Expires DATE Member . Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE, FLA. No 6456 4S ■ JOB C Z 2r2A ADDRESS INSPECTION TIME READY REMARKS : INSPECTO _Li_ 6, L-1-- DATE DATE: (- NAME OF PERSON REQUESTING FILE: --- e)G rrlCA- ( PHONE #: YOUR ADDRESS: (OZ 1V ` l-4-1 ADDRESS OF FILE REQUESTED: INFORMATION REQUESTED: Miami Shores Village Building Department I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: FILE RETURNED TO: INITIA ? I 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT TIME: ( ((g (4,4- c)-- --(Y6 6--