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1411 NE 101 St (4)Issue Date: 3/17/2006 Owner's Name: ARNOLD PERLBERG Permit Type: Roof Work Classification: Roof - New Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/15/2007 Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR; 305 - 751 -0382 Yes Comments: TEAR OFF ALD ROOF TO WOOD DECK REPLACE ROTTED WOOD, TIN CAP 30 LB. ASTM FELT, INSTALL GALVANIZED EAVE DRIP METALS, MOP 90 LB. ASTM FELT, INSTALL TILES WITH POLYFOAM ADHESIVE SETTING Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 681 Phone: (305)754 -6976 1132050240300 Lot: PB: Total Square Feet: 2900 Total Valuation: $ 20,000.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $300.00 $6.00 $7.50 $329.50 Invoice Number RF - 3 - 06 - 24158 Total: APR 2 6 PAID G�# Amt Due $329.50 Amt Paid O 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. Inspection Number: INSP - 12354 Permit Number: RF -3 -06 -681 Inspection Date: 11/06/2006 Inspector: Grande, Claudio Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- 1 Nov 0 7 Zoos Contractor: QUALITY ROOFING CONTRACTORS INC Buildinct Department Comments Friday, November 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 L Passed t In r Comments specto i • 1 S' ' i Ai 1 % Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 12354 Permit Number: RF -3 -06 -681 Inspection Date: 11/06/2006 Inspector: Grande, Claudio Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- 1 Nov 0 7 Zoos Contractor: QUALITY ROOFING CONTRACTORS INC Buildinct Department Comments Friday, November 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Putl Test(P or F) 1 pt� 26 s 51 76 2 1 27 1,71 1_ 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 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 Owner's Name: Job Address Roofing Contr r: Type of Tile: rslu� Lab Certification # 98- 0608.04 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 SITE SPECIFIC INFORMATION AA-No (,D 72 4 e. 1 � Q U4-r — -PQPar -t Project IVt 8218 Permit #R. 3-0 -- (pa( Approximate Roof Height: 11 - feet Type of Access to Roof Scaffolds Ladder Approximate Square Footage of Roof: ‘5I ZOt ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested (fl - 2 J - o Co IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPOR S ITTED BY. _ S t a t e of FL Certificate Authorization # 4100 /O— z*--06 TEST RESULTS P = PASS, F = FAIL Date Installed: 2 S Roof Pitch: Other MOM PGIEMINIREINSII 11 1111111111111111111k111111111111M111111111111111M1111111111111111111111111111 IMIIIIIIIIIIIIIImwmmsssmrrasmmuuumumam 11111111111111111111NIPS11111111PIERIMMESIESIIIIMMINIMI 11111111111111111111012111111111111MMINUMINIMIMI111111111111111111 11111111111111111MMEIMINR1111111110.11111111111,111111111111111111111111 111111111111111111111111 11111111111111MIEVEINIMMEN 11111111E11111111121111CORE1•1111 mum Sketch of Roof Job 14d 0 (0 ( Sheet Number lerf Contractor LT-21 F 0 4 Checked By Scale Project: <NONE> Inspection Number: INSP -12352 Permit Number: RF -3 -06 -681 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 252006 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 Passed, Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> Inspection Number: INSP -12352 Permit Number: RF -3 -06 -681 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 252006 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 l,........ y .,.„N... t........ ...,.......... .......... Infractio Passed Comments TIN CAP SPACEING False Inspector Comments ?/ Passed */ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 Inspection Number: INSP -12350 JUN 2 6 1006 Permit Number: RF -3 -06 -681 Inspection Date: 06123/2006 Inspector: Grande, Claudio Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Thursday, June 22, 2006 Page 2 of 2 Inspection Number: INSP20851 Permit Number: RF-3-06-681 Inspection Date: 06/23/2006 Inspector: Grande, Claudio Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, June 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP20851 Permit Number: RF-3-06-681 Inspection Date: 06/23/2006 Inspector: Grande, Claudio Owner: PERLBERG, ARNOLD Job Address: 1411 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, June 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -6976 Parcel Number 1132050240300 Lot: Phone: 305 - 751 -0382 Page 1 of 2 3 : I of fl ► -- 1 BUILDING Permit Type (circle): Tenant/Lessee Name City Miami Shores Village Is Building Historically Designated YES Contractor's Address 13800 N. W. 1st Avenue City Miami Qualifier Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Architect/Engineer's Name (if applicable) Type of Work: Describe Work: ASTM felt, Liles wiLli Total Fee Now Due $ ' Miami Shores Village Building Department (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 3 / 1.7 / 0(0. Tel: (305) 795.2204 Fax: (305) 756.8972 Nulyl a PERMIT APPLICATION ' ` FBC 2001 Job Address (where the work is being done) 1 41 1 N.E. 1 01 Street County Miami -Dade NO X Permit No. 2 Fac - 3 1 aster Permit No. Building Electri 1 Plumbing Mechanical • Owner's Name (Fee Simple Titleholder) Arnold Perlberg Phone # ( 305) 754 - 6976 Owner's Address 1411 N . E . 1 01 STreet City Miami Shores Phone # Contractor's Company NameQuality Roofing Contractor Phone # ( 305) 751-0382 State Florida Zi 33138 Zip 33138 State Fla. Z i p 33168 g • Certificate of Competency No. 000017889 Phone # $ Value of Work For this Permit $ 2.0 0 0 Square Footage Of Work: 2900 sq f t . ❑Addition ['Alteration ['New ® Repair/Replace [' Demolition Tear off old roof to wood deck replace rotted wood, tin cap 301b. install galvanized eave drip metals, mop 901b. ASTM felt, install * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 30 t) ( CCF $ 12 • CO CO /CC Notary $ Training/Education Fee $ 4 • 00. Technology Fee $ 7. 60 Scanning $ (o .CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 1 of 2 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • [—High • •_• •- • • Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC '4PPttCATIIONGfOIlt >.. • • • • • • • • • • . • • • Section A (General Infor • ❑ Low Slope Master Permit No. 1 no-(S Contractor's Name: (Quality Roofing Contractor, Inc. 11411 N.E. 101 Street ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: 1 ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low slope roof area (ft. I /A Roof Category ❑ Mechanically Fastened Tile 151 Mort a Se Tile ❑ W Shing Roof Type Are there Gas Vent Stacks located on the roof? ❑ Yes M No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. 2 ) 12900sgft. Total (ft. I29sq. Section B (Roof Plan) http: / /www.miamidade.gov/ bldg / roofing _permiting /perm it_app_secti... Process No. ' - - •. ••• •• • • Job Addre$s. • _ • • • i • • • 'uQr� 9 5 2006 !Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow 'drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): I Corner Size (a' x a'):1 1 i i _ l uR i • 3/1/2006 1:56 PM Roof System Manufacturer MonierLifetile, Lg ... • • . Notice of Acceptance Number: ( 02 - 1205.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1:1-49.2 P 2: 82.6 P 3: 124.3 Maximum Design Wind Pressures, (From the PCA Specific system): 86.61 1 of 1 http: / /www.miamidade.gov/ bldg /roofing_permiting/section d_3.html • • •.• • • • ... .. .. • • • • • . • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • . ... • • • • ... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI - DADE COUNTY BUILDING DEPART.lOLEIMELTCTI ONIC,A1P • • • • • •• • • . • • • - - - - • • . • • • • • Roof Slope: 1 /2" "/12" Roof Mean Height: 13' Ridge Ventilation: IN /A Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: IN /A Clip S acing for Metal Roof Panels Field: [N /A Perimeters: N/A Corners: N/A Perimeter Width: N/A Section D (Steep Sloped Roof System) .. . . • .. •.• Sloped System Description Page 4 • Deck Type: 1 "x6 "T& Alternate Deck Type: IN /A Underlayment type: I30Ib. ASTM D226 Insulation /Fire Barrier Board: I N /A Optional Nailable Substrate: I N /A Fasteners: 11 1/4" R/S Nails Cap Sheet Type /Adhesive Type: 190Ib. ASTM felt/ Type III asphalt Roof Covering: (Monier Roll Concrete Roof Tile Roof Covering Attachment Method: IPolyfoam Adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 11 1/4" R/S Nails Hook Strip /Cleat ga. or weight: N/A 3/1/2006 2:04 PM Mean Roof Height in Feet ; 15' 1 20' l 25' 30' 1 40' Roof Slope '.1. 1 1' j? 1 2:12 34.4 36.5 38.2 39.7;42.2 3:12 32.2 34.4!36.0137.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 1 I 5:12 '28.4'30.1 ;31.632.8;34.9 a 6:12 26.4;28.0�29.4�30.5 32.4 ■ 7:12 '24.4'25.9;27.1 28.2f30.0 Method 1 "Moment Based Tile Calculations Per RAS 127" http://www.miamidade.gov/bIdg/roofing_permiting/section_e_3.htm • • ••. • • • •.. •• •• • •..... • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI - DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • . • . •• • • • •• • .. •••• • ••• • • • Section E (Tile Calgula$ign9) •• ••• •• • • . • For Moment based tile systems, chose either1UI dotl 1 dr 2. gpnlpare 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. P 1: 5 x A 0.289 - Mg: 6.30 = Mrl: .92 NOA Mf: 86.61 P 2: 95.1 x A 0.289 - Mg: 6.30 = Mrl: 1.18 NOA Mf: 86.61 P 3: 95.1 x A 0.289 - Mg: 6.30 = Mr1: 1.18 NOA Mf: 86.61 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: Mr Required Moment Resistance* *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 3/1/2006 2:13 PM • •• • • pertains responsibility of 1524.1 As it ertains to this section, it is the res onsibilit the Noofi i coniracfoCto •• r+g pio�idp �,e owner with the required roofing permit, and to explain to the owner the content of of this sectiofi.. 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 ajitite :std put Pt of.tbe agreement between the owner and the contractor. The owner's initial in the adjacent box indigate$ttjat;thp explained. J°I+ 1. Aesthetics-Workmanship: Th workmanship 4.. ,„ • .. ______ p: p provisions of Chapter 15 (High Jelocity 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 b as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: W hen replacing roofing, the existing wood roof deck may -- 9 P 9 9. 9 Y have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Cock. (The roof deck is usually concealed prior to removing the existing roof system). U 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 shoyd notify the occupants of adjacent units of roofing work to be performed. HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS ••• • •• / _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 opti of maintaining this appearance. _5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roof g system is removed. Ponding conditions should be corrected. _____6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other "roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary / to install overflow scuppers in accordance with e 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. Owner's /Agent's Signature / ti1E ioi 57r AIM( Stfbk&S Property Address - 2 ?' Date Rev:1 /20 /2005,Computer Services, Building Department ••• • • • ... . . .. • . • . • . • • .. SECTION 1524 • • • • • • • • • • •:. • Permit Number Contractor's Signature • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20' Street Boca Raton, FL 33431 • • • • • • • (z)lf----o - 4 MIAMI -DADE COUNTY, FLORIDA • • .. • • MET$O -p�AE FLAGLER BUILDING • • 4 ' 110 *17'F)rACIXk STREET, SUITE 1603 • • • • • • • • AItturI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • •• •• - •• - -- • • • • • •• • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC 1= 16Y2" Villa & Roll w = 13" Y2" thick Monier Lifeitile LLC Capri Tile Trim Pieces Low Profile Roofing Tiles Concrete SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Agencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En_' • -ering, Inc. 1 -, �r. Dimensions L= 17" W= 12 3/8„ ''Y2" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 11 PO402 94 -060B 94 -084 Test Specifications PA 112 PA 112 PA 112 • • .•. • • • •.• .. •. • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • ••. • • • • •.• ••• • .. •. • • • • • . • • • • • .. ..••• • • • . • . • • • • • . . • • • • • . • • • • • • • .• • • • ..•..• • Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • ••• • • • •.• •. •• • • • • •• •. • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ... • • • • ••• Test Name/Report • ••• • •.• • •• .• • •• • ••• W ind'Funnel ?estfng ; : • • 1 (Mortar Set)'.' Wind Tunnel Testing • • *Pik 408•( lia -On }.. • • • „Pltylc81 rrzertip • ..' •rA i1. :•• ••• Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - A. ft Tile Profile A. (ft Batten Application X (ft 3 ) Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • •• 3. LIMITATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • •• •••• 3.1 Fire classification is not part of this acceptance. • "' • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. •• • • • • •• • •• •• • • • • ••••••• • 3.3 Applicant shall retain the services of a Miami -Da li ua'lt Latoratory to perform quarterly test in accordance with TAS 112, append& 'A' Aueh te9ting shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Exprggsqa§ a Moment .Idb (fr -tbf) for Nall-On SIstbms : • : :: : Tile Profile Fastener Type Direct Deck • (min 15/32" plywood) •. • ••••••• • •bireat DecR • (min. 19/32" Li •PIteP • :. • • Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 -' • • • •37A,•• • • 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 1 43.0 67.5 1 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro'*' 86.61 Polyfoam PolyPro 45.5 4 Large paddy placement of 54grams of PoIyProml. 5 Medium paddy placement of 24grams of PolyProTm. • • ••• • • • •• • • • • • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a IYloJrtertt - 11Qc(ft.dbf) for Mortar Set Systems . . . . . ". . .•. . . . •' .•• . - • • • Profile Application Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' • • • • • 20.00 •• • • . • • • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS •. • MONIER LIFETILE VILLA CONCRETE ROOF TILE ••• • • • ••• •• •• • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • ••••••• • ••• • • ••• •• NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • ... • • • • .. .. • • • .. . • • • . • • • • • • • • • 0041 . • .. • • • • • • ... • ... • .. • • • .. • • • • • • • • • .. • • • 00 • • • • • • • • • • • • • • • • • • • • • ... • • • .. • • • .. ... 00 411 • • • . • • • .. • • • • • ... 00 • • NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 7 of 7 r.� i� DARE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stucbner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurcthene Foam Adhesive under Chapter. 8 of the Code of Miami -Dade County,governirig the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for,acceptance by the Miami -Dade County Building Code Compliance Office'(B000) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCC.O reserves the right to secure this product or material at any time from a jobsite or 'manufacturer's plant for quality control testin 'g. If this product or material fails to perform in the approved . manner, BCCO may revoke, modify, • or suspend the use of such product`or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product�'or material fails to meet the, requirements of the South Florida Building Code.' The expense ofsuch'teting will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05 /10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 1, a ;CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to,,be used, in Miami -Dade County; Florida under the conditions set forth above. APPROVED: 06 /14/2001 f f Us 04 S 000 I 1 pc200011tomplateslnotice acceptance cover pago.dot �n' I MIAIVfI -DAD - ,t1N(, FLORIDA MaiN :DAUE f{,/i LE:t BUILDING • • • - - - . • • 0 • • • • DUILDIM(;CODE COM rLfitICE OFFICE METRO -DADE FLAGLER BUILDING • 140 WEST FLAg45,R STIJET..sJITE 1603 ••MINA!.FLpIIn3 33130 -1563 • • • (30f) 37.5 - 1901 vs on 375 • • .•• • • • CONTRACTOR LICENSING Sl CrioN (305) 375 -2527 FAX 375 -2558 •• • • • •• ••• .. • .CO§14/111 1R.E:I/FgfcE;IVIT DIVISION • : (110074 -7066 FAX {305) 375 -2908 •• • • • • • ••• •• PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office tl.. t.��..•II.Y.vW I...11.11nannrinnnlin. enm Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ••• • • • •••• • • • ••• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • ROOFIN€ MSEl;1dLk ?i'PROi'AL Catc�ory: Sub -Catt ry Roofing roof Tilt: Qflbcsivc • • • • • • • • • • • • • • • • • • • • • • • • • • • • Materials: • • • t t lyurc'thanC • • 1. • • • •• • • • •• 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH 160 Foampro® RTF1000 ProPack ®30 & 100 Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density ASTM D 1622' Compressive ASTM D 1 621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor .,ASTM E 96 Transmission Dimensional ASTM D 2126 Stability Test Specifications PA 101 1.6 Ibs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Approval Date: Junc 14, 2001 Expiration Date: May 10, 2006 scopE •• • • • •• Thisgtpprthe4Itols'12retAc 1160 as manufactured by l'olyfoam Products, Inc. as described M Section 2 ot of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing.Application Standard RAS 127, for use with,approved. tlat, low, and high profile roof tiles system using Polypro® Al-! 160. Where the attdeliment calculations are done as a moment based system for single patty placement, and as ari based system for double patty systems Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted RoolTilc Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. Results +0.07% Volume Change cr -40 F., 2 weeks +6.Q% Volume Chan 'e u ' O . • ° . Humidity, 2 weeks � ,.� uI 4 Drank Zuloaga, RRC Product Control Examiner Polytonal Products, Inc. ACCEPTANCE No.:•01.052i.9g• •• •• • • . . • • • • • • • • • • ••• • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM tcst methods and are subject to normal manufacturing variatigq. •• • • • • .. • • • • • •• • • • •• • • • • • • • • • .... • • • •••• 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile • • Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & 1w4h :tile Wks. ;• • ••. 3.3 Minimum underlayments shall be in compliance with thQ Roofing ••• Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as.modified herein. r - w F' 2 4. INSTALLATION 4.1 Polypro® AH 160 maybe used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® Al-1l60. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details rioted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 1 60 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or excee the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 . Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 4.6 Polypro® AE1 160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI -1160 shall not be exposed permanently to sunli 3 MS Frank Zuloaga, RRC Product Control Examiner d Z Polyfoam Products, Inc. ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • 9;$ : Tile s 4nt st.be aaiher in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. ..4.9. Polypro® A1 placement and minimum patty weight shall be in accordance with •; • : : t he ; P P ac Qn ent . Det 4 il t herein. Each generic tile profile requires the specific placement • • • • noted har+etn. • • 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner •• ••• • • ['able dhesive Placement For Each Generic Tile Profile • • • • :T;l ii,ofile: •: • • • • • • • . • • • • • ••• • • • • • • • Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles 111 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • 9;$ : Tile s 4nt st.be aaiher in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. ..4.9. Polypro® A1 placement and minimum patty weight shall be in accordance with •; • : : t he ; P P ac Qn ent . Det 4 il t herein. Each generic tile profile requires the specific placement • • • • noted har+etn. • • 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Po lyfoarn Products, Inc. ADHESIVE: PLACEMENT DETAIL 1 SINGLE PATTY • vs cows. only Ueap adMiks approa, up kola wwpholu 5 ACCEPTANCE islA. :,01 • .• • .. •. .• • . • • • • •..• • • • • • • . • • • • • • • ••• • • • • ••• ... .. . • . ... • .. .. • • • • • ..... 1) Place enough adhesive to action 1T to 23 Optional Ws is squats Inches In contact vat taw pan Wu . 6." PUN apptkz1oa4 2) Turn Cava upslda dorm. Pic. adhcs2v. in IL To 1 k4 Faun outside edge of cover UN Than Inuall U• tic. \ - ‘.ei .- I ,es lGmw _ -4,:_ ci l thaa ova , i/ �/ coon. covu WL Abut b wcond cowsl of pan Wu. Ensue oars and of \ • pan and cover th us lush at save Ilna. Eau clouts WwPho4 Fouls :. Imo ut shown) Frank Zuloaga, RRC Product Control Examiner • • • • • Magi through plasdc arrant Optima/ PoMt-up 1lortu co 'doss Polyfo:i n Pr•oductsLInc. 'ACCEPTANCE No. : 01- 0521.02 • • • • • • • • • • • • • • • • • • • • • e ••• • • • • e • • • • • ••• ° ° ' ••• 'ADliiESIVE PLACEMENT DETAIL 2 •• • e•• • ••e e • • • • •• • e • •• • • e •• • • • • 0 • • • • • • • e e • e • e • • • • e • e 0 • 0 •,•e • • SINGLE PATTY 6 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. Nall through plastic cement 4 In. I x 3 In. Single paddy on under. laymen! Paddy (between tile) Paddy (under tile) Single paddy on top of We Single paddy under We. Eavl count In. X 7 In. medium the paddy save Fascia course only ACCEPTANCI Np, : Al D521L.U2• •e •• • • • •e •• e • • • • • • • • • • • • • • • • • ••• • • • • • ADHESIVE PLACEMENT DETAIL 3 • • •e• • • • • ••• . DOUBLE PATTY Nall through plastic cement 1f in. x3In. Single paddy on undertayment Single paddy on top of the Eave Course 7 • ••• • ••• • •• • • • •• • • • • • • • • • 6141 • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Nail through plastic cement Single paddy under tile Undeda men! • • • • • • • • ddy between life Y • • • • • . • 6inglepa • • • • • • • • • • • • • • • • 2 In. x 7 ln. medium soul paddy uvl coupe only } 3 In. x 3 In. Single 4 In. paddy on under. layment Single paddy on top of the Eays Count Fascia Weephole Eays closure Drip edge SIngle•paddy between tile Eavo Closure 21n. x 7 In. medium size paddy save course only Fascia 14. Frank Zuloaga, RIRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANC : pl- 0$2,1. 2 .. .. • . • • •. •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • .... • 1:. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, wine ; rng dacumgdts, i ?! no older than eight (8) veers • • . • • •. 2. Any and all approved products shall be permanently labeled state, and the following statement: "Miami -Dade County specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in tlhe South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. • b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer..practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of' any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as.approvcd drawings and other documents, where it applies, shall be provided to the user by thc manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • with the manufacturer's name, city, Product Control ps v,a1 or as • • • •. • • •• • • • Frank Zuloaga, RRC Product Control Examiner NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO' TAX FOLIO NO. 1 1 - 3205 - 024 - 0300 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 . Legal description of property and street/address: 1 41 1 N.E. 1 01 Street 2. Description of improvement: Reroof to a new Tile Roof. 3. Owner(s) name and address: Arnold Perlberg Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc A a 4g A•O;3-i ^ 9m 6 13800 N.W. 1st AvenIiam „ j ., ed in Erns c2 c 3_ 5. Surety: (Payment bond required by owner from contractor, if any)n,; Name and address: N A Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different da specified) 'Signature of Owner Print Owner's Name 1411 N.E. 101 Street Miami Shores, Florida 33138 A -L ti;L 4 Sworn to and subscribed before me this 2 day of eekk..c.-ry �/� ��N MAR l i��i Notary Public 1 ►kf4n w _ / 2 `.. 4 - s Print Notary's Name t. / .. Octobe,� y : y; My commission expires: = <:i;o �;m_ 123.01 -52 PAGE4 12/05 Miami Shores, Florida 33138 HARVE By Arc .• (lf.Erlal ( :as Y V* ADO_ and County COUPS D.C. 111111111111111111111111111111111111111111111 CF=I 2006R13246523 OR Bk 24300 Ps 1146; (1 P s ) RECORDED 03/08/2006 12:22:08 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUI'ITYr FLORIDA LAST PAGE Prepared by Carlos Arocho Miami, Florida 33168 200(r Quality Roofing Contractor Address:1 3800 N.W. 1st Avenue Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 F,4 ED 26 r 4. 5..z. 51 •A; 76 2 27 52 77 3 28 53 78 4 29 54 7g 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 _ 50 `-_ 75 100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, 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 COMPLIANCE PROTOCOL PA 106 Project N°_ 000171 AV-140 SITE SPECIFIC INFORMATION Owner's Name' lD ( � $GSa -C+t Permit #. 4 8 Job Address' 1 4 11 [\. - ID t S • , NA (a 1-A t S % 2 t C ( Roofing Contractor: 0 0 ifiv \ < t _ vcI Type of Tile: �%ik�6•v , " - t �� - ' CD " Date Installed ' .o( Approximate Roof Height . - feet Roof Pitch 2 1 /Z ' (2 Type of Access to Roof' Scaffolds '"" Ladder Other Approximate Square Footage of Roof ..2 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: ' ' 1 ' • 0 0 THIS REPOR S :MITTED BY: Civil Engineer: Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization # 4100 TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT" QUALITY CONTROL TEST. $KETCH OF ROOF JOB SHEET NO. CONTRACTOR CHECKED BY DATE SCALE 14 ti K1F lo1ST, Z OF Z Q 4bt NOTES PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 0 Date 4 -27 -00 Job Address 1411 N.E. 101 Street Tax Folio Legal Description Historically Designated: Yes No �/ Master Permit # 7 6g 7t Owner/Les /Tenant Arnold Perlberg Owner's Address 1411 N.E. 101 Street Miami Shores Phone 754 -6976 ContractingCo.Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code, install galvanized valleys and eave drip metals whake re u eq, mop on with type III asphalt one layer of 901h. ASTM fPlt -, ;nGta11 i Colorthru terracotta tile with polyfoam adhesive setting. Flat roof ruberoid modified bitum. Square Ft. _ Estimated Cost (value) $ 11,400.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR. LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of o . III • 4," Notary as to t er and/o My Commission Expires: er and/or Condo Prbident Date FEES: PERMIT ( ' / RADON �'• RYLOU HERNANDEZ MY COMMISSION N CC 680474 EXPIRES: October 10, 2001 ,„q ,,,, Oonded Thar Notary Public Underwriters APPROVED: Zoning Building Mechanical Plumbing Signature of Contractor or I wner- Builder Electrical Z� C.C.F. 7 - NOTARY BOND.QV S /2�p 02,0 Date 4 cf Date Notary as to Contra 'sr or Owner - Builder My Commission Expires: MARYLOU HERNANDEZ MY COMMISSION d CC 680474 EXPIRES: October 10, 2001 Bonded Thnr Notary Public Undenwtters TOTAL DUE 99-3 Z 0 Engineering • NOTICE OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 00R262077 2000 JUN 01 10:44 PERMIT NO. TAX FOLIO NO. 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 Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 411 N.E. 1 01 Street 2. Description of improvement: Reroof to a new Tile and Flat; ro6f. . 3. Owner(s) name and address: Arnold Perlberq Interest in property: Owner Name and address of fee simple titleholder: N / A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A Miami Shores, Florida 33138 1411 N_E_ 101 Street Miami Shores, Florida 33138 13800 N.W. 1st Avenue Miami, Florida 33168 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), f:Iorida 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 differe is specified) X () s/ spnwx� of owner � Print Owners Name f • rtc)1 &. Pe.r\ ` ne.C5 Sworn to and subscribed before me this o . day of `fe6,-)Qhp Notary Public Print Notary's Name , i:eryy. ■� u HERNANDEZ 6604 My Commission Expires: , ' .'a EXPIRES: October 10, 2001 s.. • STATE OF F&ORIOA, COUNTY OF DADE I Hr: ' EB V CERTIFY that this is a tru copy of the ()rig al iIo. In MI6 Ql ce on � ,AD20 d Official Seal. K, of ucuit a d County Courts Qy — 1�►_.► . 1 D.C. Prepared by: Carlos Arocho Quality Roofing Contractor, Address: 1 3800 N.W. 1st Avenue Miami, Florida 33168 12901.64 1040 Contractor's Name: QUc),t ¥-( R pO - "c Ot9yN - -pr - Job Address: I y 1 1 k . E.. 1 10 1 ST('e G ROOF CATEGORY �� V ow Slope Application) ❑ (Nail -On Tile) L`S (Mortar ACcllle_sive Set Tile ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) , ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (f1 , Sc , Sloped Roof Area (ft 2 9 s , Total (ft 3 1 Sc , Master Permit No. Exposure category, (per ASCE 7 -88): c— Building Classification category (per ASCE 7 -88 table 1): 10 Ft. Ft. V V 0' f P:11- Deck type: (.,) 00 & 1 yte ATTACHMENT 1 Fastener Type: it r■n5 56.44c. (IA1 I s SPACING Field: 17 , CA Perimeter: (9 ,f , Corner: (a I 123.01 -78 4i99 DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 ROOF PLAN (Aerodynamic Multiplier):a_o.9q (Aerodynamic Multiplier): $1). (Aerodynamic ultiplier):3 ®1 (Pmax1: 9) .3 x ?. (Pmax2:10f x X (Pmax3:(03,f x Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? 114 MEAN HEIGHT Deck type: Underlaytuent Insul 2 12" ROOF SLOP[ D E T A 1 L. 3 SLOPED SYSTEM DESCRIPTION 301b , A-s Lion: in- Fastener type & spacing: Cap Sheet: Drip edge: la " o_c. F1L 9 ''o_ , -l4,5 (v `� 0- c . eoYn ci ) tl ik- v> C o� al uc� ►,: -e ect,o e q") • ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS ) - M o .3 0 = M 11,0 PCA: 311) .(2,I Pf ) - M J O = M .3,)q PCA: g(9.(9 ) - M -3O = M a3.14 PCA: 817 _lo rah {A-110,1,e1-14 -4-r APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS -As it pertains to this Appendix "F ", it is the responsibility of the rooting contractor to provide the owner with t h e required roofing permit, to provide the owner \vith this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the miniin.:ni 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 adjnent box indicates that the item has been explained. 1. Aesthetics The workmanship provisions of Chapter 34 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 a between the owner and the contractor. W 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renai'.ed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 6 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. ee „ 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 SFBC provides the option of maintainin�, this appearance. q° S. 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. t° 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is no: overloaded from a build tip of water. Perimeter /edge walls or other roof extensions may block this discha.rge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. CP 7. Ventilation: Most roof structures should have some ability to vent natural airflo'... through the i :,terio of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. I: may be beneficial to consider additional venting \vhich can result in extending the service life of the roof. OP S. The owner may contact the Miami-Dade County Consumer Services Department for further information regarding the above. wncr's /Agent's Signature -(721 Date Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton, Florida 33431 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Monier Lifetile LLC Villa, Capri, & Roll Tiles under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and Professional Service Industries has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.16 EXPIRES: 06/25/01 APPROVED: 06/25/98 Internet mall address: postmaster ©buiidingcodeonline.com Revises: 95- 0322.07 95- 0322.03 . 95- 0316.04 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Homepageehttp://www.buildIngcodeonline.com 0 MONLER UFETrLE LLC Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces TRADE NAMES OF PRODUCTS MAN7_7A ("", LABELED BY APPLICAP;'t' Test Product Dimensions Specifications 1= 16W w= 13" '/," thick L= 17" W= 12 34" V2" thick PA 112 PA 112 TRADE NAMES OF PRODUCTS MANU. LABELED BY APPLICAN ?• Page 2 of 15 Frat t. Roo r ''o.: 97- 1124.16 • Lo'.:' '.gig, high Pr 'rete roof tile ' hole and .'rect deck or n.. .�.r Low rr . high Pr to roof tile e . le and d t deck or b. r a 1= varies PA 112 A roof w = varies pie -- -es, ridges varying an thickness A.. profile. Test Product Dimensions Specifications 1. f :' a cturer Rainproof II 30" x 75' roll PA 104 Sing! O - W m 36" x 75' roll p ' unde: • Inc. or 2" se ‘gent NOA) . 60" x 75' roll edge. Ice and Water 36" x 75' roll PA 103 Self • Shield Grace Co. unde. - rent NOA) ;iner L.L1 L 111.iG LLL Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140'.') Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH l 60 ") Product Dimensions Vertical Min. 1:'x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 8d x 2 %_" or min. 10dx 3" #8x 2 %" long 0.335" head dia. 0.131" shank dia. 0. 175" screw thread dia. N/A N/A N/A N/A Hurricane Clip & Clips Fasteners Min. /2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 ''A" Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix PA 114 Appendix PA 123 PA 123 PA 1.23 See PCA Page 3 of 15 Product Control No.: 97- 1124.16 Product Description Salt pressure treated or decay resistant lumber vattens E Corrosion resistan screw or smooth shank nails E Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Ca. with current PCA Polyfoam Products, Inc. PCA #94- 0401.01 Generic oaga, Roofing Product Control Examiner MONtR LIFETILE LLC Product Control No.: 97- 112416 SYSTEMS (CONTINUED) Underlayment: Roofing Tile: Comm ents: Wood, Non - insulated Deck Type: Deck Description: New construction 19 /32" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayrnent system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 9 of 15 ran Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC Product Control No.: 97 1124.16 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri & Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined n this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance to meet or exceed the required resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section I1 of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain • quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification is not part of this aceptance. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile t (ft') X (ft') Profile Batten Application Direct Deck Application Monier Lifetile LLC Villa Tile, 0.27 0.29 . Roll Tile, and Capri Tile Direct Deck Batten s Table 2: Restoring Moments 4 ":12" due to Gravity 5 ":12" - M (ft-Ibf) 6 ":12" 7 ":12" or greater Tile Profile 3 ":12" Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Monier Lifetile LLC Villa Tile, Roll Tile, • and Capri Tile 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 N/A Table 3: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved ' Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Lifetile LLC Villa, Roll, and Capri Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 97- 1124.16 1 Data noted in Table 3 is for instal ation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 uloaga, RRC Roofing Product Control Examiner MONMR LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 97- 1124.16 Table 3 -A: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nail -On Systems Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile Tile Application Direct Deck New Construction (min. 19 / 72 " plywood) Direct Deck Recover /Reroof (min. 15 / 32 " plywood) Battens New Construction Two (2) 10d x 3" long nails 67.50 43.00 50.90 1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2'/" from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile Tile Application Mortar Set Adhesive Set Attachment Resistance 20.60 86.61 Page 12 of 15 Roofing Product Control Examiner • MONIER LIFETILE LLC PROFILE DRAWINGS MONIER LIFETILE LLC VILLA TILE MONIER LIFETILE LLC ROLL TILE Page 13of15 Product Control No.: 97- 1124.16 uloaga, RRC Roofing Product Control Examiner r ... i. LL` Jer J 2. LLC •4110= 0.03" PROFILE DRAWINGS (CONTINUED) MONIER LIFETILE LLC CAPRI *******- A- 23 OCC. 2.46" APPROVED SCREW FOR SCREW DATA IN TABLE 3 Page 14 of 15 1.70 0.131 Product Control No.: 97- 1124.16 ga, Roofing Product Control Examiner 0.173" MONIER LIFETILE LLC Product Control No.: 97- 1124.16 Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.16 135 N.W. 20 St. APPROVED : June 25, 1998 Boca Raton, FL. 33431 EXPIRES : June 25, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE Page 15 of 15 Roofing Product Control Examiner PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoide Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Mc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Officylo be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Expires: 11/06/00 Approved: 11/06/97 Revises No.: 95- 1003.03 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval Compliance Office and approved by the conditions set forth above. has been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be used 'n ade County, rid under the 1 , 1 / 4 I' .1 e • Raul Rodriguez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Cate °r : Sub - Category: :LEE Su _: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Teclmical Services (973) 628- 4134 Page 2 of 61 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Product Control No: 97- 0804.1.4 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. • Page 3 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof 19 / _ " or greater plywood or wood plank decks GAFGLAS® #75, GAFGLAS #80 Uhlman' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly"' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 /," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a. full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs✓sq.. . One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCiadTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb✓sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 Product Control No: 97- 0804.14 • Frank Zuloaga, Roofing Product Control Examiner e , 4. IA Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Wood Deck System Limitations: L Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Product Control No: 97 0804.14 Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressu:a of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this Iimitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane.. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force. (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBI and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14. 14' All standard panel sizes are acceptable for mechanical attaclunent. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure (imitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 7 Frank Zuloaga, Roofing Product Control Examiner • . ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. 4. Deck: C -15/32 Incline: 1/2 .Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. 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). Surfadng: Karnak No. 97, 1 -1/2 - 3 gal/sq. 5. Dedc: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Ptus" (granule). Q 7. Surfacing: Gravel 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. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Ptus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). :. Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel IL Deck: AC ' , - Incline: 1/2 Insulation: One or' more layers perlite, glass fiber, 3/4 in. min, Isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane " composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G3, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), ' "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or ' "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck: C -15/32 - Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. in Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped Membrane: "Ruberoid Mop FR" (granule). wrfactn9 (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 30. GAF Weather Coat Emulsion at 3 gal/sq. � C-15/32 Incline: 1/2 � lation (Optional): One or more layers perlite, glass fiber, 3/4 in. socy+anurate, urethane, perlite /isocyanurate composite, perlite/ mane composite, phenolic, 1 -1/2 in. min. Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", p Sh One or or more r layers fs of Type GI "GAFGLAS Ply 4 ", or "GAFGLAS hot mopped in place. one: Ruberoid Torch FR" (granule). 6AF n9 (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 1 IL Mrea Coat at 3 gal/sq. C - 15 attorD Incline: 1/2 Y,r,�_ �fs�ocyanurate, 2 in. min., wood fiber, perlite or glass fiber, of tasosa 6 - 61 hot mopped or mechanically fastened in place. Joints k One or more layers of Type G2 " GAFGLAS 1175 Base Sheet", p sheet fastened in place. '1! ( Ot tional): One or more layers of Type G1 "GAFGLAS Ply 4" or Mean moPPed in place. "Ruberoid Torch FR" iy �, GAF Fib ODtional : (granule). 20 Fibered Aluminum Coating at 1 -1/2 gat/sq or Coat Emulsion at 3 gat/sq. ROOF COVERING MATERIALS (TEVT) c 3 S -'70 �- LOOK FOR MARK 0 ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (Tug ;,,— Lontinued 12. Deck: C -15/32 I nc li ne: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type GI " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of " GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfadng (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). eck: C -15/32 Incline: 1/2 Insulation (Optional: Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC InclineU Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 9. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet One or more plies Gi or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. . Deck: C -15/32 Incline: 1/4 Insulation: Potyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. N PRODUCT 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. Date. .._..._... 7 _ .__ .. ,192 7 Owner's Name and Address ......M /'t �1 h�..4 _S�:. e. .... .... No..e!.. i!.jL........... Strt ee• E' - 5 / Registered Architect and /or Engineer 1 . Name and address of licensed contractor A _...kg ‘4.1.1. eu' .r.i."- 4 'j 7.._... ` C a a- 5 /- ITT ... .,.,. - .,f.HCTlTTT/TT <•9}!tl T!, C]f Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done / e �� ` ._..__ State work to be done and purpose of building (by floors) _ .... _..._ _.._.._.._ _ ire ►M. 0 u fit` I fco vC.._.._t n_4. T ei/-e-4) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / _ To be constructed of Kind of foundation as Roof Covering f.../d.. . .......l.l..�.!°.� Estimated Total cost of improvements $ 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 pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5066, 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 pennit, as are licensed by Miami Shores Village. / �f �� Remarks (Signed) l„�.���5:( ',f/t/ 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 _.. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. / Date 7/77 Read, Sworn to and Subscribed before me. Disapproved J (Signed) �w - 3 ,1,te4 fa t ;. Building Inspc or Notary Public, State of Florida My Commission Expires PLANNING BOARD .._.- ....DATE Chairman Member Member Member Member ...... Member __._.._.. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re- inspection fce of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mianii Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Mianii Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Charles E. Krebs Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Lot Block Subdivision Street and Number where work is to be done 1411___N_.E_. 1Qi$t State work to be done and purpose of building (by oors ) Remove gravel roof, apply 1 30, 3 Disapproved a (Signed) Bui . mg Ins tor Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of 51.00 will be charged materials and /or workmanship. ,E: Date 5 & gravel Street LANNING BOARD DATE Sept ember 7 Is 62 No 1411 Street N.E. 101st St. Adams & Beagles Roofing Co., Inc. 4021 N.W. 28th St. Miami 42, Fla and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Built up Estimated Total cost of improvements $ 12 8 .00 Amount of Permit $ 5.00 (11 sq.) Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live. load to be borne by each floor �tlr•`' t' ` 1 ,. •itiii ' :i I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction ma be sent to___ACdaII�s__ &_- _Beagles Roofing. Co,, Inc. 4021,..N.W. 28th St. Miami 42, F la. The undersigned applicant for this building permit does hereby certify that he understands and acce nis oga bTi 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) e - President STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar tru (J� Permit No Z °� Date L' 1 (� Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has hecn obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Registered Architect and /or Engineer Disapproved ( Signed) 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. Date Owner's Name and Address ... lel/ ? .0/ No/ Street a Name and address of licensed contractor.. Location and legal description of lot to be built on: Lot Block Subdiviisi / Street and Number where work is to be done / 9 ' / �(l (7-7','( State work to be done and purpose of building (by floors) � Date. Ci Notary Public, State of Florida Building Inspe My Commission Expires and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind o fo n ati Roof Covering Estimated Total cost of improvements $._.. 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 su ontractors, on work to be perfprmed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Q Permit No ( 7 o Date (0 - ° s7 Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Member Member Member ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building 1 - - Address of Building g ' ❑ PERMIT N? 6140 MIAMI SHORES VILLAGE. FLORIDA Architect Contractor or Builder' Legal Lot Description ' Bl Value of Project $ BY DATE Contractor's License No. AUTHORITY 195 ❑ Work to be performed under this Permit Subdi- vision Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 4/ • Signed t'- o - BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the / work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements rbr specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this ermit I assume responsibility for all work done by effheryse , m agent, servant or employee. CON OR BUILDER 6 . 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. Date April 22, 19 55 Owner's Name and Address Btzernsey Construction Co.- No 10231 Street - 13th Ave. Registered Architect and /or engineer.__. Name and address of licensed contractor. Sheet Metal Spec. Co., 573 N. W. 71st St., Mismi,UFlorida Location and legal description of lot to be built on: Lot 13 Block.__ ___ . 3 Subdivision Miami Shores By Park Estates Street and Number where work is to be done 1411 N. E • 101st Street State work to be done and purpose of building (by floors) Roofing on new residence and for no other purpose. New Building X. _. Rernodeling___. Addition_____________ _____ __.. Repairs_. _._._._ .__ ._. No. of Stories One To be constructed of G_. 1.. Kind of foundation Roof Covering _ shingle tile_ Estimated Tatal cost of improvements $ 976.00 Amount of Permit $ 5.00 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 pc•rf:,rmed 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) STATE OF FLORIDA, j COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally Ap- peared . Chairman Member Member ._ .. .. Council Approved. PLANNING BOARD DATE Member ...__ Member Member Date Disapproved SHEET METAL SPECIALTY CO. Building Inspector My Com:nission Expires to me well known, and who, being by me first duly sworn upon oath deposes _, es and says that he is the..___. _ --- _____. -.. ,, of th • abov. dgeticribed eionstruction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are true. v Permit No _ .. 7 Date__ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -ins ect fee of $1.00 will be charged when such re- inspection is mu':e necessary by improper notice for inspection or faulty materials an workmanship.