The URL can be used to link to this page

RF-11-06-2827ffAl Du Quesne & Associates, Inc. o Consulting Engineers Environmental e Civil o Structural Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: Len, ` J b Address 00 L Perynt#; 36796 Ili �� Roofing Contractor: jZj IDA S 7_1T� 1_ 1 �� Type of Tile: Date Installed: Approximate Roof Height: _ _L� feet Roof Pitch: Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 7414510 ft , Required Testing Force: 35 lbs. Testing Equ�ment: Chatillion DFIS 100 Date Tested:— / r � �� TEST RESULTS P = PASS, F a FAIL Test Location Uplift Pull �� X ------------------------------------------- SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS P.E. P.E. 924U3 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 815 N.W. 57th Avenue • Suite 428 • Miami, Florida 33126 • Telephone: (305) 264-1425 - Fax: (305) 261-8863 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status: APPROVED Issue Date: 11/22/2006 Expires: 01/01/2999 Permit Number: RF-11-06-2827 Owner's Name: LAWRENCE STANFILL one:__14051751-7919 Permit Type: Roof Work Classification: Roof - New Job Address: 9200 6 Avenue NE Miami Shores Villaae. FL 33138- Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR! 305-751-0382 Yes Additional Information Type of Work: Re -Roof Additional Info: REPLACING RF06-1078 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $25.20 Education Surcharge $8.40 Permit Fee - New Roof $375.00 Scanning Fee $12.00 Technology Fee $9.38 Total: $429.98 Building Department File Copy Parcel#: 1132060150020 Block: Lot: Section: PB: Total Square Feet: 5400 Total Valuation: $ 42,000.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number Amt Due Amt Paid RF-11-06-26819 $429.98 Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature �W°R.�,� Inspection Worksheet Miami Shores Village h�oS 10050 N.E. 2nd Avenue Miami Shores, FL QR1DQ' Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-32872 Permit Number: RF-11-06-2$27 Inspection Date: 07/12/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: STANFILL, LAWRENCE Work Classification: Roof - New Job Address: 9200 6 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC tsuiming ue amment comments RE ROOF TILE 5300 SQF AND FLAT MINERAL CAP SHEET 100 SQF REPLACING RF06-1078 LGY!J Phone Number (405)751-7919 Parcel Number 1132060150020 Block: Lot: �rl r r v Inspector Comments Passed 6 - b Failed sor- Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Phone: 305-751-0382 Friday, July 13, 2007 Page 1 of 2 U.S. SOUTH Project ^--f z [ Engineering & Testing Lab., Inc. 1r -^; 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 SITE SPECIFIC INFORMATION Owner's Name: Job Address: — Permit # !Fob - 2- S 23- Roofing Contraqto - yr 1. t, - t- ss' Type of Tile: 64��_ A -a) A-s-4 Date Installed - Approximate Roof Height: 12— feet ✓ Ladder Roof Pitch: Other Type of Access to Roof: Sc ffolds Approximate Square Footage of Roof- 00 ft2 Required Testing F r e: 35 Ibs. Testing Equipment: Chatillion 100 Date Tested: & - k - — - - TEST RESULTS P = PASS, F = FAIL 'Test Location Uplift Pull Test(P or F) Test Location 'Uplift Pull Test(P or F) Test Location Uplih Pull Test(P or F) 'Test Location Uplift Pull Tesl(P or F) 1 fr 26 51 CD 76 2 1 27 52 77 3 26 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 6 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 i 50 / 75 1 1 100 ---------------------- IN ACCORDANCE WITH THE QUALITY CONTROL TEST. , RIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT Lab Certification # 98-0608.04 f� State of FL Certificate Authorization # 4100 Sketch of Roof 10IRMA"70.. W-2 Job q 2� �-g-6 5T-YS "-7(6a:,5s-(:'_l Sheet Number `ZoPL Contractor. �� i &-: Checked By Scale k, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 _..........._..�........_---------------- --------- ---------------------------------------------------------- _.-.....-..._..._---- -- ---- -- ------------------------ lInspection NuinWr� IN P-32869 Pefmjtmirnber RF-11-06-2627 Inspection Date: 12/18/2006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: STANFILL, LAWRENCE Work Classification: Roof - New Job Address: 9200 6 Avenue NE Miami Shores Village, FL 33138- Phone Number (405)751-7919 Parcel Number 1132060150020 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-751-0382 Buildina D Friday, December 15, 2006 Page 1 of 2 ��►°�s �, Inspection Worksheet {� Miami Shores Village r� 10050 N.E. 2nd Avenue Miami Shores, FL FiuRivg Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-32870 Permit Number: RF-11-06-2827 Inspection Date: 04/30/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: STANFILL. LAWRENCE Work Classification: Roof - New Job Address: 9200 6 Avenue NE Miami Shores Village, FL 33138- Phone Number (405)751-7919 Parcel Number 1132060150020 Project: <NONE> Block: Lot: Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-751-0382 Building Department Comments RE ROOF TILE 5300 SQF AND FLAT MINERAL CAP SHEET 100 SQF REPLACING RF06-1078 Inspector Comments Passed wtzi_ Failed El — Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Friday, April 27, 2007 Page 1 of 2 inspection Vaforksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 --------------- - . -'------------- ._.-._._ . art pectian Nt rnber IN-SP-32968 Permit hluinber:. RF-11 �6-28.27 Inspection Date: 12/18/2006 DM 2 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: STANFILL, LAWRENCE Work Classification: Roof - New Job Address: 9200 6 Avenue NE Miami Shores Villaae. FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Buildina Deoartment Comments I Passed L' U Failed Correction - - Needed 1 Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid Phone Number (405)751-7919 Parcel Number 1132060150020 Block: Lot: Phone: 305-751-0382 Infraction Passed Comments TIN CAP SPACEING True Inspector Comments Friday, December 15, 2006 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECT19F r�z H-_r.Mro 1�0 PERMIT NO. TAX FOLIO NO. 11 -3206-01 5-0020i-`m;=' STATE OF FLORIDA: COUNTY OF MIAMI-DADE: O q t•J y — -i r" rJ Cyr+ �^ — THE UNDERSIGNED hereby gives notice that improvements will be made to certain real � 8 „J. �_' property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. w y -70 _ V Ty 1. Legal description of property and street / address: 92nn NV F 6t-h Ayen»P Mi qh ca ri o-ri da 31138 2. Description of improvement: RPrnrnf to a nova t 1 r? anti fI At mi nPraI car sheet root - - -- 3. Owner(s) name and address: T - TT,,aL�ranr"�Qstanfj - (),26n N_F. Ht-N, AEA nue Miami ghnres, Florida 331 38 • Interest in property: () Ter -- Name and address of fee simple titleholder: 4. Contractors name and address: Quality Roofing Contractors, Inc - 7 ignn 1 1 at• Avenue mi ami F1 ari da 331 68 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N/A 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: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from: the date of recording unless a different date is specified) �; , Sworn to and subscribed before me this Notary Public: // rr Print Notary's Name: My commission expires: Quality Rc _, 20 0(- _. JEW1.111INZIMMOMMEV- - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical �1 g gVV BY:-& *- Permit No. 50 � zw Master Permit No. %p c)(0 - (off . I :;k(-,wt Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Dr. Lawrence Stanfill Owner's Address 9 2 O N _E, 6 th Avenue_ City Miami Shores State Florida Tenant/Lessee Name Phone # (305) 751 -791 9 Zip 33138 Phone # Job Address (where the work is being done) 9200 N _ E _ 6 t h Avenue _ City Miami Shores Village County Miami -Dade Zip 3 31 3 P FOLIO/PARCEL# 11-3206-015=0020 _ Is Building Historically Designated YES NO X Contractor's Company Name Qay Roofing Canactars,,Phone# (305) 751-0382 Contractor's Address 13800 N. W. 1st Avenue City Miami State Fla Zip 33168 Qualifier Name -Carl o G A—r—ho Phone #_( 305 ) 71 Q— 4 6 0 0 State Certificate or Registration No. RC 0058627 Certificate of Competency No. 0 0 0 01 7 8 8 9 Architect/Engineer's Name (if applicable), _ a Phone # flat 100sgft. Value of Work For this Permit $ Id 1%Z, 000 40 Square / Linear Footage Of Work: t i l e 5 3 0 0 s q f t . Type of Work: ❑Addition ❑Alteration ❑New U Repair/Replace ❑ Demolition Describe Work: Reroof to a new tile and flat mineral cap sheet roof. 00 Submittal Fee $ Permit Fee $ `� CCF $ 26. zo CO/CC Notary $. Training/Education Fee $ 4 Technology Fee $ Scanning�W Radon $ DPBR $ Zoning $ Bond $ Structural Review. $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 47 See Reverse side —> ;se ! fg t� �1' . �r http://www.miamidade.gov/bldg/roofing_permiting/section_c 4 2.html VC7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof+ieight, 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. Page 3a Parapet aU Height � ? Ft` Mean Roof Height _LtL Ft. 1 of 1 5/16/2006 4:03 PM http://www.miamidade.gov/bldg/roofing_permiting/section_c 4%202.htm High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION<font> Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N/A) in the text box. Roof System Manufacturer: Gaf Materials Corp. NOA No: I03-0501.05 System Type: Built -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: 9.5 psf (P2) Perimeters: 85.6 psf (P3) Corners: 52.5 psf Maximum Design Pressure. From the Specific NOA System: 1.52.5 psf Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Tvne: JN/A Deck Support Spacing: IN/A Slope:l/2" :12 Fire or Vapor Barrier: N/A Anchor/Base Sheet & No. of PI s): N/A AnchorlBase Sheet Fastenerl8onding Material: NIA Insulation Base Layer Size & Thickness: N/A Insulation Base La er Fastener/Bonding Material: N/A Insulation Top Layer Size & Thickness: NIA Insulation Top Layer Fastener/Bonding Material: N/A Wood Nailer: N/A Wood Nailer Fastener Type and Sp cing: IN/A Base Sheet(s) & No. of Ply(s): 75 Glas Base Sheet Base Sheet Fastener/Bonding Material: 1 1/4" R/S Nails Ply Sheet(s) & No. of Ply(s): IGaf Glas Ply 4 Ply Sheet Fastener/Bonding Material: Type III mopping asphalt Top Ply: Gafglas Mineral Cap Sheet Top Ply Fastening/Bonding Material: (Type III mopping asphalt Surfacing: N/A Single Ply membrane: N/A Single Ply Sheet Width: NIA 1/2 sheet width: N/A No. of Single Ply 1/2 sheets: N/A Single Ply Membrane Fastening/Bonding A".ateria:: N/A Drip/GS Edge Metal Size & Gauge or weight: .i iace 26 ga. Drip/GS Material Type: Galvinized Metal • _ Drip/GS Hook Strip/Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or we;3ht: Coping Material Type: N/A Parapet Hook Strip/Cleat Metal gauge or w,)ight PI/A FASTENER SPACING FOR BASESHEET 4TT.AC41MENT 1. Field: �" o/c @laps & I` rows @ F" o;;. 2. Perimeter: " o/c @laps & � rows @ " o/c 3. Corners: 6 o/c @ laps & rows @ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Corner: N/A Fastener Type : 1 ''/a" R.S. Nails Alternate Fastener: Page 3 1 of 1 4/18/2006 1:15 PM http://www.miamidade.gov/bldg/roofing_penniting/section d_3.html High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Clay Forever Notice of Acceptance Number: 04-0426.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45 P 2: -95.1 P 3: 95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Sloped System Description Roof Slope: 2 1/2 "/12" Roof Mean Height: FIT - Ridge Ventilation: n/a Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: IN/A Clip Spacing for Metal Roof Panels Field: Perimeters: N/A Corners: N/A N/A Perimeter Width: N/A Page 4 Deck Type: 1 " x 6" T & Alternate Deck Type: IN/A Underlayment type: I301b. ASTM D-226 Insulation/Fire Barrier Board: IN/A Optional Nailable Substrate_ : N/A Fasteners: 1 1/4" R/S Nails Cap Sheet Type/Adhesive Lyps: 901b. ASTM feWType III asphalt Roof Covering: Spanish S Volcan Terracotta Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: I1 1/4" R/S NNails Hook Strip/Cleat ga. or weight: N/A 1 of 1 3/17/2006 2:46 PM http://www.miamidade.gov/bldg/roofing_permiting/section a 3.htm High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A 0.255 - Mg: 5.05 = Mr1: 6.43 NOA Mf: 66.5 P 2: -95.1 x A 10.255 - Mg: 15.05 = Mr1: 19.20 NOA Mf: 66.5 P 3: 95.1 x A 10.255 - Mg: 5.05 = Mr1: i9.20 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: F_ NOA iVf: F- Mr Required Moment Resistance* Mean Roof 15' 20' 25' 30' 40' Height in Feet Roof Slope 1 J J 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8I 4:12 30.4 32.2 33.8 35.1 37.3I 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 *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. Page 5 1 of 1 3/17/2006 2:48 PM WAM" M, MaAm BUMUAIG CODE CObIFLfAACE 0MCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever 6801 NW 72 Avenue Suite 301 - Miiemi, FL 33166 W9ANKI DADE COUNTY, FWMk METRO-DADE FLAGLER BUR DING i4o wisr F'LAGLER GnmEr, Sum I6o3 MIANII, FLORIDA 33130-1563 (305) 3'i5 2So1 FAX (305) 335 2948 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 Dada 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 Bade Cm mty) zsWm the AW (m areas othef +Tian Miami Bade Cv mty) fesefve the fight 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 wiff incur tfie expense of such testing and the AHl may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRP'f ION. Vokant by Altuwn Spanish W Ciky roof 7Ve LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cif,, state and fplleWhng staMmcmt: "M2am2Dade CDMV PrWW Cm&d Appmved ", uDess oberwise wtrd hberem. 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. TER]ft M TION of this NO A will orrur after the expintivo date Ar if there has beel2 a revis4 au c r rhaugu in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseuvnt of any product, for sales, adverdslmg or any othex purposes shall autoxnatically terminate A is 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 pa&aa of the NON. 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 revises NOA # 01-0828.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 04.0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay I. SCOPE This new roofing system using Volcan by Altusa Spanish "S" Clay Roof Tile as manufactured by Clay fcwver as &-scribed in Seotlon 2 of this Nodce of �4cce-pzawe. For locstioas H here the pressure requirements, as determined by applicable Building Code does not exceed the design presswe values obtained by calculations in compliance with RM IM using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Prodvrt AUplicant nominal Specifications Desc ipti Volcan by Altusa Length: 19.8" High profile, one-piece, `S' shaped single roll S13anisbb "S" Clay wroth: 10 A STM C 1167 cla3, rile 111th a nominal Inch t asap. Roof Tile varying thickness For direct deck nail -on, mortar set, or adhesive set applications. Thalmem Length: varies Accessory trim, clay roof pieces for use at Width: varies PA 112 hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBNIITC'ED EVIDENCE: 'hest Astency Test Identifies Test Nan4Repn:: Date ]BA C.onsv IaDM IDr 2397 59 ASTM C ] lb7 W27/04 PRI Asphalt Tecb oLogies, Inc, PDI-002-02-01 TAS 101 I(YWVi PRI Asphalt Technologies, Inc. PDI-01-02-01 TAS 101 1 OJOR112. Roof Tile Association 99-0041 NTRMA High Miami -Dade NOA 1999 3. LDWATIONS 3.1 Fire classification is not part of this a�►�Ftatts�. 3.2 For mortar or adhesive set tile applications, a static field uplift test maybe 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 with the applicable Roofing Applications Stand: rls hswd section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope ugess 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. NOA No.: 04-0426.04 { Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 2 of 6 4. INSTALLATION 4.1 V olcan by Altusa Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions it x w ) Tile PT01119 Welght W ttibl) Length-1 tft) Withh--w (ft) ' Voican 6y Altusa '7.1 1.650 0.833 Table 3: R cwJqg Moments dus to Grays - ft Jb 211" 12" or Sass 311• 12" 411• 12" 511" 12" 611" 12" 7"• 12" or realer Batten Direct Deck Batten Direct Deck Batten I Direct I Deck Batten I FBirect I Batten Direct Deck I I Deck Batten Direct Deck 4.78 5.12 1 4.71 1 5.05 4.62 4.96 4.51 4.84 4.38 1 4.67 4- 4.55 NOA No.: 04.0426.04 M.,{Jg Ekph anon Date: 68126/09 Approval Date: 08/26/04 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min.19/32" plywood) plywood) Valcum by 2-1Od Rkzq Shank Naft 28.6 41.2 ' 19.4 Altusa 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Hail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank NA& 1 18 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 28.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Naff Ffefd g! I 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Cii 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Haffs Ffefd Cfi 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two PLq Adhesive Set Systems Tile Tile Application Minimum Aitach!ron: Profile Resistance Volt?& Altura Ati�gsive �9.3 _ _ 2 See manufactures component approval for installation requirements. 3 RexbW Products C6Ywar?y TN&8�0,4►waW wsu V?;t perpatty, fQ.?grams. Polyfoam Product, Inc. Average welghht per patty 8 grams. Tsbde S& Attachment Resistance Expressed as a Moment - A lft-W) for Single PLq Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance Volcan by Altusa Polyfoam Pol ProTM Polyfoam PolyProTM 66.5" 38.70 4 Large paddy placement of 63 rams of Pol ProTM. 5 Medium paddy placement of 24 rams of Pol ProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Tile Attachment PTONa APOICation Resistance Volcan by Altusa I Mortar Set 24.50 NOA No.: 04-0426.04 Expiration Date: 08/26/09 MIMI WW Approval Date: 08/26/04 Page 4 of 6 5. LABELING All tiles shall been the bnpnnt or identifiable mwrldmg of the rrianufacrarer 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 GA. 1 %.i 04-0 SL'4SA 4 a { Expiration Date: 08/26/09 Approva) Date. [Ji 26104 Page 5 of 6 VOLC.AN'S',STATUE CLAY BARREL ROOF TILE PROFILE DRAWINGS END OF THIS ACCEPTANCE NOA No.: 04-0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 6 of 6 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Iligb Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AR160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bPPn 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 re'visior or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseinent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06-0201.02 r' Expiration Date: 05/10/11 { Approval Date: 04/13/06 Page 1 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11 /02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/4 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 '03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire - rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1 F W t2 F'= MS NOA No.: 06-0201.02 r - Expiration Date: 05/10/11 { Approval Date: 04/13/06 Page 3 of 7 Nail through plastic cement Underlayment 1 V"RUffqhW,hh, Twin Clam ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Paddir{Beneath Tile) l Fascia Em course only: Keep adhesive approx. 4In. up from weepholes Paddy Uterus Tk) Fascia Weephole Five closure Drip edge 1) Place enough adhesive to achieve 17 to 29 Cpbenw fot square inches in contact with the pan th steep pitch appikatlons Nall Through plastic cement 2) Tum eovils upside down. Place adhesire 1/21n, To 1 i. FromoldsWe edge of Martti& Then inslaw the tile. o i Undlerlayment ♦ n Rumav �! athe�a course covsrtili. prrt fasecend a ava e! �" PPO and savaserdksea�eeendot POW -up Mortar Push a Save W. mlongiof � Eave cosure Weephole Fascia (mortar shown) NOA No.: 06-0201.02 Expiration Date: 05/10/11 ` Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement (between file) D Urxterlaymen! Paddy (under tile) SIngie paddy 3 in. under the in.x 3 in. T 4in. in. � Single 2 in. Single paddy on 2 in.. under• paddy on laymant D under- 0 layment Single paddy Eave course own top of the $ingia paddy 2 in. X 7 in. medium Eave on top of tile size paddy eave Come Fascia course only Nail through plastic cement Single paddy under the Single paddy D between the �el'13 in. x 3 In. 4in. Single paddy on underlayment 2In. D Single paddy Eave Closure on top of the 2 In. x 7 in. medium Eave Course Fascia z Paddy eave course only END OF THIS ACCEPTANCE Single paddy under file Single paddy between the 2 in. x 7 in. medium sue paddy eave course only Fascia Weephole Eove closure NOA No.: 06-0201.02 Expiration Date: 05/10/11 ~ Approval Date: 04/13/06 Page 7 of 7 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAIVII, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo;o, c:t,-�, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise uuted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bf;eu no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date:11/04/08 Approval Date:10/23/03 Page 1 of 21 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UldmaTM Base Sheet, STRATAVENTO Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Heat WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex PlyTM 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) GAFGLASO Ply 40, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above B�^c 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" ox, in the field. (Maximum Design Pressure —52.5 psf, See General Lim4gIon #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached :o deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. iu 4 rows. One row is in the 2" side lap. The other rows are equally spaced xprroximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLASO PLY 40, GAFGLAS® PLY 60 ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. m NOA No: 03-0501.05 Aff— " Expiration Date:11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: I. GAF Special Roofing Bitumen with an application rate of 20 lbs./sq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium-Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20%; plus gravel or slag with an application rate of 4001bs./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 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/a" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a nihiinxum 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 Foice (F) v,-1ue of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fatener -.,alue, as field-tested, are below 275 lbfinsulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attwinment is based on a minimum fastener resistance value in conjunction with the maximum design value listed witbin a specific system. Should the fastener resistance be less than that required, as deteru►ioed by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Flori4a Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revise3 fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standrrds 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 milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 G " Expiration Date:11/04/08 Approval Date:10/23/03 Page 21 of 21 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS Roofing Systems (TGFU)—Continued GAFGLAS #80 Premium Base Sheet may be used in -any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate 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 membranes may 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 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", hot mopped. Surfacing: Gravel. 2. Deck: C-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 G1 "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/isoryanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "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 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet: Any 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 to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (maybe nailed), Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C-15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, per] ite/isoryanurate composite, perlite/urethane composite, phe- nolic, LO in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o- "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. t. f Deck: C-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. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule] ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)—Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C-15/32 Incline: 3-1/2 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: Two or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One t:r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C-15/32 Incline: 1/2 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 of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMSWITH IaOT RODFING COAL TAR Class A 1. Deck: C-15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber: glass fiber, isocyanurate, urethane, peliir/isocyanunte composite, urethane composite, wood fiber/:3:;cy,,nurate composite, phenolic, an'• thickness. Ply Sheet: Three or more layers of Type Gl "G.k.•GLAS Ply 4" o: "GAFGLAS Ply 6", hot mopped with coal tar bitumen. Surfacing: Gravel, COMBINATION HOT AND COLD S,STEMb Clas,; A 1. Deck: NC Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber or glEiss fiber, 2 in. max, Ply Sheet: Three or more lavers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: Grundy Industries "al NIB Aluminum Roof Coating" at 1-1/2 gal/sq. 2. Deck: NC Incline: 1 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 of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal/sq. - 3. 'Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm 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): Isoryanurate, perlite, isoryanurate/composite;, wood fiber and glass fiber any thickness, mechanically fastened. Base Sheet: One ply Type Glamor G2, merhanically fastened or hot mopped. Ply Sheet: One or more plies Type Gl or G2, adhered with hot roofing asphalt. Surfacing: "dAF Premium Fibered Aluminum Roof Coating", 1-1/2 1 gal Isq or "GAF Weather Coat Emulsion", 3 gal/sq. 5. Deck: NC Incline: 1 Insulation (Optional): Per] ite, glass fiber, polyisocyan ura te, wood fiber, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ck5 ---2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in *accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit (1.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ti _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof verking can be *ed from below. The owner may wish to maintain the architectural appeararn:e, tn,�refere, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code prz:v;des the option of maintaining this appearance. lk& Bonding Water: The current roof system and/or deck of the building mzy not drain well and ma,l cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorter the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roof )required system is removed. Ponding conditions should be corrected. ��. Overflow scuppers ( wall outlets): It is that rainwater flow ofr Fo tnat the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this disc;iarge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with t orida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beVcial to connssiiddd r additional ve i which can result in extending the service life of the roof. Owner's/Agent's Signature Date Contractor's Signature Property Address Permit Number Rev. 112012005, Computer Services, Building Department Quality Roofing Contractor, Inc. 13 800 N.W. 1 St Avenue Miami, Florida 33168 Tel: (305) 751-0382 Fax: (305) 953-3333 November 28, 2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Reference: Permit # RF-4-06-1078 rav z a zoos BY: -------------------- This letter is to inform you that this permit is to be cancelled and replaced with a new permit to replace the entire roof. Thank You A4vt'11'12� Marylou Arocho Office Manager Miami shares Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status: APPROVED Issue Date: 4/27/2006 Expires: 10/23/2006 Permit Number: RF-4-06-1078 Owner's Name: LAWRENCE STANFILL Phone:--(405)751-7919 Permit Type: Roof Parcel #: 1132060150020 Work Classification: Roof - Repair Job Address: 9200 6 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR 305-751-0382 Yes Additional Information Type of Work: Repairs Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee - Repairs $100.00 Scanning Fee $3.00 Technology Fee $2.50 Total: $112.90 Building Department File Copy Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 2,300.00 Required Inspections Roof in Progress Final Roof I e Invoice Number Amt Due Amt Paid RF-4-06-24640 $112.90 $112.90 Total: $112.90 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village 1 I. � Building Department �- �z-� o� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 to L' Tel: (305) 795.2204 Fax: (305) 756.8972 / BUILDINGD � �' m zv m Permit No. � — 1 � 1 --(3PERMIT APPLICATION 2 6 2006 Master Permit No. FBC 2004 BY: - ----- -- Permit Type (circle): Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Dr. Stanfill Phone # (4 0 5) 7 51 - 7 91 9 Owner's Address 9200 N. E. 6 th Avenue CityMiami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9200 N.E. 6 th Avenue City Miami Shores Village County . Miami -Dade Zip 33138 FOLIO/PARCEL# 11-3206-015-0020 Is Building Historically Designated YES NO X Contractor's Company Name QuaLi R_Qr oofinng Contractors. Phone# (305) 751 -0382 Contractor's Address 13800 N. W. 1st Avenue City Miami Qualifier Name Carlos Aroc.ho State F l a Zip 33168 Phone # (305) 71 0-4600 State Certificate or Registration No. RC 0058627 Certificate of Competency No. 0 0 0 01 7 8 8 9 Architect/Engineer's Name (if applicable) _ Value of Work For this Permit $ $ 2 , 3 0 0 . 0 0 Phone # Square / Linear Footage Of Work: Repairs Type of Work: ❑Addition ❑Alteration []New ® Repair/Replace' ❑ Demolition Describe Work: Reseal flashing on the side of roof. Repair 2 leaks on the front section of tile roof. Submittal Fee $ Permit Fee $_' 6� CCF $ CO/CC Notary S �7 -QQ , Training/Education Fee $ (f) - 6 C D Technology Fee $ - Z� Scanning $ 3 _ ( Bond $ Structural Review. $ Radon $ DPBR S Zoning $ Code Enforcement S Double Fee S Total Fee Now Due $2- - Q See Reverse side -> f =_ .=„FM Miami shores Village a•p,,� Building Department ORi� 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 - Fax; (305)756-8972 PLEASE PRINT DATE: .5-/I C, to a TIME: 2 •',2 C, jo- :u . NAME OF PERSON REQUESTING FILE: Lf PHONE 0: y.i 7 3 I - C f f. -)- YOUR ADDRESS: 13�'CP1-2 A,) Ll� ADDRESS OF FILE REQUESTED: -)- U 0 A) F - & e s. r INFORMATION REQUESTED.VW .�� 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: INITIAL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status: APPROVED Issue Date: 4/27/2006 Expires: 10/23/2006 Permit Number: RF-4-06-1078 Owner's Name: LAWRENCE STANFILL Plione:^(405)751-7919 Permit Type: Roof Work Classification: Roof - Repair Job Address: 9200 6 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR,' 305-751-0382 Yes Comments: RESEAL FLASHING ON THE SIDE OF ROOF. REPAIR (2) LEAKS ON THE FRONT SECTION OF TILE ROOF Additional Information Type of Work: Repairs Additional Info: Classification: Residential ssuance to me of lhic; nermit I aaree to nPrfnrm the wnrk covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee - Repairs $100.00 Scanning Fee $3.00 Technology Fee $2.50 Total: $112.90 Building Department File Copy Parcel #: 1132060150020 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 2,300.00 Roof in Progress Final Roof Invoice Number Amt Due 1 Amt Paid RF-4-06-24640 $112,90 - _! I a_ C ! O Total: MAY 10PAID C-ii,_- *� Z l g Z 0, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature ::C:C�CC::::::Cmono M mu:::::::::C� ii■iGG.iGGGGT■i..■■u■..■■■�■■.■■■..■■ iiii.i fii MOVE ME■�■iiiiiii iiiiii i��i"�l�ilRiii■.■■■■■■!i■■!l■YJi■f.[::i■ -13""Eiir-i11" SECTION 1524 HIGH VELOC;TY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Coale, E'ui,ding govern the minimum requirements and standards of the industry for roofing system installations. Addi`iona:ly, the rclloviing items should be addressed as part of the agreement between the owner and the contractor. Tha iwnar's-in:tiF_l i;i t:m adjacent box indicates that the item has been explained. ---1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. / _2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. _ /S 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. _tee-1__6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. _7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. �wnerr's/Agentfs SignatuAerDate Contractor's Signature J 9,)— 0 G k� 16 fie._ �o�t.-i-� 06,-/074e) Property Address Permit Number Rev: 112012005, Computer Services, Building Department