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RF-06-2761Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 pection Nur r NSP -32022 Per Nur RF -11- -2761 Inspection Date: 04/12/2007 Inspector: Grande, Claudio Owner: CURRLIN, CARLOS & GLORIA Job Address: 1210 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143950 Lot: Phone: 305 - 757 -2612 Building Department Comments RE ROOF ENTIRE WITH ARTESA CLAY SPANISH POLEN GO TO TERROC 2090 BROWN 2090 PEACH APR 1 2 2007 Passed Inspector Comments i�I,l / / Jy` All Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 11, 2007 Page 2 of 2 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 Project Pao 9228 SITE SPECIFIC INFORMATION Owner's Name: iUL 1L-6.) Permit #- 1(" 04-2-3'64 Job Address. 12-lb ii-11 - 4i., I7 4-r;„ ii-t I -.ws -- . t . t Q ra t Roofing Contractor: f -I �+ ®� , ! e. g Type of Tile: c, _ Date Installed. 14 -3 —c) 4' Approximate Roof Height: P feet Roof Pitch: 3 d Type of Access to Roof: Scaffolds O Ladder Other Approximate Square Footage of Roof: '122 o C ft2 Required Testi Force: 351bs. Testing Equipment: Chatillion 100 Date Tested. q -o TEST RESULTS P = PASS, F = FAIL 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 ` I' 1( ∎;A 1 26 51 z aster-" 78 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 58 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 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL' TEST. THIS REPORTS ED BY: Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization #" 1 °00 4.1 Sketch of Roof Job 7. tr, b GT: 4t4co rC-1, Sheet Number Zen— Contractor 05E-4300 g— ?ol) 0 ct-O■5 Checked By Scale 4 1-7-6i 11 MEW 11011 MIMMEMMIMMOMM MMENIMMINIMMEMEMMEINMEMEMPAMMEM immummommogimmrsramemmummimmos MEMUMEMMEMMEMMINIMMERMERMAIMEMEM MEMMIMMEMMEMEIMMMERMIRRIIMMOMMEM BRIONMEMEMEMMENWIIMMEMMOAMMUMMERM MINIUMMEMMEMMUMMEMERANNAMMPMEMM OMMUMMEMMEMMIMMEMOIMMUMMEMOMMEWM IIMMUMMINIMMIMMUMWAMMEOMMOMMEM EMMUMMMEMEMEMEMOMM2EMMIEEKVEMEN 11111111111111111111111/1112111 IIMMUMEMIMMEMOMMEMEMIUMEMMIMMUM aminampallimmommomommummunmamo Isms REMUMMEMINIMMOMOMMEMPENSEMOMEMEM ummunmanommammummo RAMMEJWOMMIM mommilimmmnimmonmillimmw---mummomus limmomaiNAMEIBMINIMMOimmiammr1 immummommmimmommammummimmigh immummummommummommusimamolp T111111111111111111111111 ,Notes: 0413-0 5 L2 , ltspg -4 1, PI • c)-e,e41 4 t 61 BUILDING Miami Shores Village h i4ICO Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RT-cfey-.2-TAi IMOMEWLFZItli PERMIT APPLICATION a NOV 0 9 Mb 1U/faster Permit No. FBC 2004 BYO .V Electrical Plumbing • Calm Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) / Owner's Address G l /L) E �' S1 k?K/s Cc r✓ h IJ Mechanical Phone # City T V e) State Zip ' Tenant/Lessee Name Phone # Job Address (where the work is being done) 1? ` i XI 9 e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name b/Jt4' 1 9 Contractor's Address /1(.? 6 6 6 a U- l City [1k4 1 0 Y e 5 State Fl Qualifier Name J4 M' -e 06/'? La) C/V State Certificate or Registration NC / 4 ( 6 D6– 7s-7 202 Phone # 4� Zip il ,y� ll / Phone # (105– �� / 06 ‘ Architect/Engineer's Name (if applicable) Certificate of Competency No. Value of Work For this Permit $ U 1 ( 0 61 Type of Work: Describe Work: Phone # Square / Linear Footage Of Work: (5G 0— 3 ❑Addition QAlteration QNew ❑ Demolition 4 Submittal Fee $ Permit Fee $ 22 • Notary $ Scanning $ Cp � Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ CCF $ 11[J * * * * * * * * * * * * * * * ** Training/Education Fee $ /5(60 Technology Fee $ fCOICC Zoning $ Double Fee $ II Total Fee Now Due $ % L • �� } % ( C�� NOV 14 PAID See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this I d a y of /) 20t% ;by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The fore s oing instrument w acknowledged before me thiSL' , 240 by J 1ir7e5 1. Oa/ day of who is perssally known two me or who has produced as identification and who did take an oath, NOTARY PUBLIC: Sign: Print: 91 T/'d er/el � P My Commission Expires: * * * * * * * *** * * *** * * * *** * ttlet * APPLICATION APPROVED BY: (Revised 02108/06) Sign: Print: Mai o Expires: * * * * * * * * * * **� * * * * * * * * * * ** • °LcratE Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the o and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. _1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar r the purpose of providing that the roofing system meets the wind resistance and water intrusion p ormance 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, dressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Cdd . (The roof deck is usually concealed prior to removing the existing roof system). __3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni s i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner sh • ul• notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vieed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pen nations of the underside of the decking may not be acceptable. The Florida Building Gode pearddes the •••••• option of maintaining this appearance. • • • • 5. Ponding Water: The current roof system and /or deck of the building may rot.bain well and may • • ca s= water to pond (accumulate) in low -lying areas of the roof. Ponding can be an isdicetion of strraetural • • dis r-!.s and may require the review of a professional structural engineer. Ponding•may► shorter►•tlrie� life expectancy and performance of the new roofing system. Ponding conditions may not be evoid Wilt until tine eeginal • • roofing system is removed. Ponding conditions should be corrected. •• •• •••. • • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that* the ro if•is, not • • ovprl aded from a build up of water. Perimeter /edge walls or other roof extensions may;bloAthis died -Mtge if • • ovob ow scuppers (wall outlets) are not provided. It may be necessary to install overflow s sc'illapets in aiptINAnce • • with ke Florida Building Code, Plumbing. • • • 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the\stctural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be ben ial to consider additional venting which can result in extending the service life of the roof. ent's Signature Date }c )6) 9&r Property Address Permit Number Rev:1120/2005,Computer Services, Building Department ntractor's Signature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES aCMEW SECTION 1525 9 ���� HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLIC I Florida Building Code Edition 2004 9 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH T REQUIRED DOCUMENTS AS NOTED B Roof System Required Sections of the Permit Application Form Attachments Required See List Below From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Low Slope Application A,B,C 1,2,3,4,5,6,7 thr .,.a.k......1AIMP.iiirial Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Municipal Permit Application � a:_ a 6. Owners Notification for Roofing Co =M •• ng Only) Asphaltic Shingles A,B,D 1,2,4,5,6,7 Any Required Roof Testing/Calculat • • ! •a/ Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 • ' • •' • Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 • Other As Applicable 1,2,3,4,5,6,7 • ATTACHMENTS REQUIRED: • ••• • • • • • • ••• • • • ••• •••• • • • • •••• • • •• •• • •• • • • •••• • • • • • •••• • • • •••• • •• 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, • r If A. • Iicable, RAS 127 or RAS 128 • thr .,.a.k......1AIMP.iiirial 4. Other Component of Product Appro Miami Shores Viii -` 5. Municipal Permit Application � a:_ a 6. Owners Notification for Roofing Co =M •• ng Only) 7. Any Required Roof Testing/Calculat • • ! •a/ FLORIDA BUILDING CODE — BUILDING •••• • • • •• • DATE SUET TO CO _:; a' , WITH ' ERAI. STATE AND COUNTY RULES AND REGULATIONS • •• • • •• • •• • ••• ••• • •• • • 5.31 • •N • • • • • • • , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No.__ Contractor's Name Job Address. _ _/ Honda Building Code Edition 2004 High-Velocity Hurricane Zone Unitorm Permit Application Form. Section A (Genera i Information) O Low Slope O Asphaltic Shingles 4-r / r, diP ROOF CATECiatiY. O Mechanically Fastened Tile O Metal Panel/Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE O New Roof eroofing C11 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ( 5-3 Section B (Roof Plan) ortar/Adhesive Set Tile 0 Wood Shingles/Shakes 0 Repair El Maintenance • Total (S) 323, • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflew drairois.•••• • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones hicijpEation caf••• parapets. • • 15.32 • • • • • • • • • • • • • • • • • • • • •••••••■ • • • • • • • • • • • • • • • • 0 • • • • 44 • • • • • • • • • • • • • • • • • • • • • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufac er: ✓ yrIM.AR- Notice of Acceptance Number: 0- -tt[S 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): � 1: (, o 6 P2: 020.7'1 P3: aA Yi Maximum Design Pressure (From the Product Approval Specific System): 381. Roo/ Slope: L• :12 Steep Sloped Roof System Description Deck Type: 04 Type Underlayment: Insulation: • . • • • • .. • • •� •••••• • A-srM ue - 30 1JfA- Fire Barrier: 1 Mean Roof Height: 11 r •••• •••• -. • _. • •... •••• •••••• • ••l • . • • • • •• • •• ••.•I Fastener Type & Spacing: Pir has✓ 4 ao • • • • • . ..•_• Adhesive Type: Type Cap Sheet: • • • • • • • • • •• • • ...-k4e-t141,5 • 1 4sniA D 219 41'6 Roof Covering: kt-itit-At CPS S jti�Q [o ap o eita Type & Size' Drip u'14.9.6r" "�V°`6 Edge: i'�"' 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 1" (f x X ,).1 a/ = a.43 . ) - Mg � �� = Mr1 ' • Oi Product Approval Mf (P2 "I �r�f x R .%1 14- °>h - Mg: b = Mr2020.71 Product Approval Mf •7 (P3: 'Ilk 1 x ? , XI J(G -4 4) - Mg: S..11 = Mr3 Q20v 7 9 Product Approval Mf1s' Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height - Roof Slope , 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rule4•and @1?pgals. • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than•or equal to the Fr vR1,• • • • for each area of the roof, then the tile attachment method is acceptable. (P1: (P2: (P3: xL xL xL • Method 3 "Moment Based Tile Calculations Per RAS 127" • • • • • • • • • • • • x w: = ) - W: x cos 0 = Fri Product Approval F' • • • • •••• xw:= ) -W: xw:= ) -W: x cos 0 x cos 0 = Fr, = Fr3 Product Approval F'• �•_r• • Product Approval F' - • •• • • • •••• • • • ••• Where to Obtain Information • • Description Symbol Where to find • • • • • • • • Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier .. Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M5 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. •••• • • • •••• • :•••1 • . • •. 1 • •••• •••• • •••• • • •••• • • • FLORIDA BUILDING CODE - BUILDING 15.35 fv,iAmmArx BUILDING CODE COMPLIANCE OFFICE (/aCCO) pRODLCT CONTROL DIVISION J9:114,:. OF ACCU'INcS:1/47A) _ Ain:me (USA), Inc, 6801 NW 77th Avenue Miami, FL 33166 SCOPE! Thi NO.A. being issued under tha applicable rules and re The doeumentatiun submitted has been reviewed by Miami- by the :Board of Rules and Appeals (-BORA) to be used in Mi the Authority Having Jurisdiction (.A_Hi). This NOA shall not be valid after the expiration date stat Division (In Miami Dade County) and/or the AM (in areas have this product Or material teiited for quality assurance p the accepted manner, the manufacturer will incur the eor.p revoke, modify, or suspe-tIci the ti-elc of such product or rr,a to re-yoke this acceptance, if it is determined by Miarrii-Da cic mattnal fails to meet the requirement5 of the applicable build !Kum I-DADE ColJNIY, ILCIUDA mETRO-DAlle FLA oi.,ER 14+1 WET FLAGLER STREET, SkliTE Ltio3 m1A.ML, FLORIDA. 33- %3 (303) 375-2901 FAX (J05) 375-2908 tenons governing the use of corist-uction material3. ado County Product Control Division and acbaTted nu Dade County .and other areas where allowed bv d below. -.115 Miami-Dade County Product Control other than Miami ]Rd e COlInt) reSCIVt th-G right to DIME, If this product or material fails to perform in Se of such testing and the A.H1 intv iruniedia.tely al within their jurisdiction. BORA reserves the County Product Control Division that this product or ng code. • • e • lE PrO laCt BPPrOVCd dcsc.ribed. heroin, a-nd has been de. ig-nesd to comply with the Hrg,/,...teltiscityl-isiArricsr‘e • • • Zon of the Florida Building Code. DESCRIPTION. Attu sa "S" City Roof LABELING: Peel) lent 5ha' ) hear a penrnanent 116e1 with the manufacturer's name or logo 4ate sing • • •1•. following statement DIld (cum, Product r-so • • RLNEWAL of this NOA shall be onsidetrecl after a renewal change iu the applicable building cock negatively frectins th TERMINATION of this NOA will occur after the expiration materials, use, andtor rnanufaetw-e, of the produci or process- product, for sales, advertising or any other purposes Shall auto with any section of this NOA be cause for tennination an ADVERTISENEENT: The. NOA ni.unbcr preccirled by the vir the expiration date may be displayed in advertising literature. bc clone in its entirety. INSPECTION: A copy of this entire NOA shall be provided and shall be available for inspection at the job site at the rcque This NOA. consists of pages 1 th.roUgh 7. • • proved", unless otherwise twict.ligft-ein. • • • • pplicatim has been .6Ied anolcinretuits beer. Tie performance of this product; • • date or if there has been a retisian.lt changLitilhe isuse of this NOA as an endir.s.ercient f „ • -e2,11Y terminate this NOA. Failure to c:ornply removal of NOA. rds Miarni-Dade County, Florida, and :brio-wed by If any portion of the NOA is di6p1ayed, then it shall the user by the manufactunsr or its dinibutors of the 14-uildinE Official. The submitted documentation we reviewed by Prank Zuloalga, RR.C. 9001 S28 'ON t-,qt2E1ES,`SPic 371(1 NOA No.: 01,11 15.03 LXpiradon Dam /2/itifil7 Appronal 12.112/02 ragel of 7 dor-18 Hfy3N17.-.4Nd19.1. IGEN tEO lfl,o • • • 1 ROOFING ASSEM tLY APPROVAL Category: Sub-Category: Material; Roofing Roofing Til.s Clay 1. SCOPE This renews roofing system u$ir:g Altura One Altar (USA), Inc.. and de,seribed is Section 2 of the pressurt requires/tents, as determined by appli prcesure dues obtained by calculations in comp' secttot: 4 herein. The attachment,.,aiculations shall 2, PRODUCT DESCRIPTION Nianuf'set ❑r l by AppUcftat Altura One Piece 'S' Tile Trim Pieces Clip Clip DiannaJoni Test Uecifications L 1 IA" .TAS 10.5- i //P' Mid 1101:tl;n1311 3.25" high Length; varies Width: varies varyitxg frickr:ess I =6" U = 0.125" ic&h:2" w 0.05" thick 2.1 SUBMITTED EVIDENCE: ISILNZepel The Corner for Applied Engineering, Inc. The Center for Applied Engineering, Inc, The Center for Applied Engineering, Inc. The Canter for Applied Engineering, Inc. C&otex C orporation Testing ?1U Asphalt Technology, Inc. - Rtuiland Technologies mil =1f] SSEl'ON cce S' Cloy Roof Tiles, as manufactured his Notice of Acceptance- a or locations wilc-rc ble Building Code Ones not excd4d the destgr, once with RAS 127 using the values listed e done as a moment based system. Product Description 112 High profile clay roof tile. Pot direct dock o: batten nai1.cn, mei tar sal or adhesive Eet applications TAS 112 PA 1la PA 114 Test Identifier 94 -083 94 -084 25- 7200.1 Project No. 30025 Tem #1v DC:.78 1 ffS 520649 - 003 -02 -01 7161.03; Appendix III t bt~58S�Sl�S < :Di 11. • • Accessory trim, clay roof'pi;ecsaiatua:. at: hips, rakes, ridgcs 9std vaIler4 ervjiaiinns • • M ufactkir4d for each tilt zit,. Tile clip I_ Shaped tile clip Test �i e.m Otto 01 Static Uplift Testing April 1994 PA 101 (Adhesive Sec) Static llplifl Testing May 1994 PA. 101 (Monti Set) Static Uplift Ttsung Feb, 1995 PA 102 (Quick-Drive Sews, Boner's) Wr'ind Driven, Rein Oct. 1994 PA 100 •••• • • •••• • • •• •• • • • • • • • • • • •• • 0000 • • •000 • •• • • • •0•• • .•• • • •00• 0000 • • • •• • PA 102(A) PA 102 PA 102 Wm), 2000 Octobe 2001 Dec. 1991 NOA No,. 02- 1115.03 Expiration Date:1V'i6I07 Approval Date; 12122/02 Page 2 of 7 .7t00d Ntt-AN d aL I G3.4 • • • • • • • • • •� • • • 4=1( Peoc. /q0 • Test Agensie Redland Technologies Redland Technologies Redland Technologies Redland Technologies W . Jkez Engineenng, inc. Walker Eregrnceting, lnc, Walker Engineering, Inc. Walker Engineering, Inc Walker Engineering, Inc. Tit;k tlfler 7161 -03 Appendix 11 Lester Dated Aug, 1, 1994 P0631 -01 P0402 Calculations Evaluation (icularion Evaluation Calculations Evaluation Calculations Evaluation Calculations i. LIMITATIONS 3.1 Fire classification is not part of this acceptance, 3,2 For mortar or adhesive set tile application, a static field uplift test sha :l•ba thei:r,nne d ir-r • • • accorriane with RAS 106. • 3,3 Applicant shall retain the services of a Miami Dade County Certified Latdttfi •• •••• • quarterly test in ae�ardance With TAS 112, ap?eridix 'A'. Such testing s }lie• ned ••• the Building Code Compliance Office for review. • 14 Minimum tioderlayraeM shall be in compliance with the arpplicable Roofing �4IipL'catiges"•• Standards listed aecticxt 4.1 herein, • •••• 13 30/90 bat mopped undcrtaynaerit uppt'ic.atiotns may be in.tallx1 perpendicular t'tTthe tool slglld': • • unless stated otberwiise by the underlapunt material manufacturers published literature. • • • 16 'Ms acceptance is for wood deck applications. Minimum deck requirrments shall be in compliance with applicable building code. 3.7 May be installed an slopes 7:12 and greatar. 4- L�'STAL1. -A,T ON 4.1 Almar 'Altusa One Nate S' Clay Root Tile sad its components ponents shall be installed in strict compliance with hoofing Application Standard RAS 115, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight ( Yl and Dimensions (! x w ) Tile Profile Weight-W (Ibf) Tett ljjar�n Pt wind Tunnel Testing PA 108 (Wail -Chi) Wind Tunnel Testing YA 108 (Nail..Un) Wind Tunnel Testing PA 1011(V1.ottar Sex) Vvit?adtaWal Resistance Testing of screvr vs. smooch shank nails Aerodynamic Multiplier 25-1183 2.5 -7094 25 -7496 25 -7584 2.5-7840-8 25- 7304 -4 d: 5 25- 7848 -6 Dies Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 Ap-ril 1996 December 1996 • • • • • •• • • • • one a Pier.*'S % `1 e faire" SSi'ON Lengt I () —f Width w (ft) 0.875 NO4.141o.: 02-1115.03 Expiration Date: 11!16!07 Approval Date= I2f1.2,02 Page 3 of 7 1111 L BOO 1 1,1 += 1NH8Ma 1 Iii • • • • • • • • .• • • • • Tile Table 2: Aerod_rarnic {pliers - ?jfir)-- X (ft, ) Prof0e @otter] pplicatIon , Direct Deck Application LCIn_a_Pfn. 77 253 C274 _______ ._____ Table 3: - Reats,rirenta ci to Gravi, . Mc, (ift-lbf Tile , 3 : 12 4": 12" !.5 12" • le 133"; 12" 7". 12" or Prof . One Piece 'STI iiattanc 1 Direct i Botiona 1 DIrecT Bsttan, biraal Hatienx i Dkeicl ' Sallens Direct -, . neater TIle Deck 1 4, L.____.--4_—_—_L Deck j Deck. I Dact: 4 1 Decik. 82? 4.::11 1 8.18 420 5,Q ! 4.98 ,.._______.......•_•_.• .,.... Table 4; Attachment qesiatence Ex r sued ag a Moment - My (ft-lbf) .........__ __.......................______________ for Nall-On Si tert.le Ills Fastener Typo D Direct eck Prof ile Direct Ds (Min 15r3 (min, 19/32" L_ plywood i plywood) 1 _1 re i--lece 'S' 2.10d Ring Shank Nails ' 28.B T!Ie 41,2 1 1-10d Smooth or Screw-- 5.1 8.8 .• A. _______________ 2.8 . L.____ Shank Neil 2.-1.5.C1 Smooth or Screw-1-- 8 9 Sr N'18 1 .#43 Screw 28.7 1 2. ,n scr9ws , 58.2 1-10d Smooth Qr Screw 1 23.1 I_Shank Nail ;Field Pip I 1-10d Smooth Or Screw 29.3 j Shenk Nail (Eay.0 Clip)__ 2-10d Smooth Or Screw 27.6 L Shank Neils (Field Clip) 2-10d Smooth or Strew 38.1 Sharii3O (.__ApL _ _ L____ 1 Screw witilAttusa Cllp se c 1p de(ail!) • • • -6-1----• - ..... _ •• One Pie c -S" 1 Screw with clip (at ih-e : • • • „„_•_______... yoin: Piece "8- 1 Sweotet:r cowiuthroediopt(atotet)thl T. 187,1 35.2 55.2 Tilo' 107-1.1.—"WiA lead of • 0 • I • SCMW mat be installed in te inaloe Hall hole located frtt. th lurn. of the tile. eatterIS 7 • • • ' 28.7 • • • Ni, • • — 26.8 • •------0.41,010 • 23.1 •••• • • • 29-3 •••• 24.0 ••!•• 27.6 so, ••■• •38.1 • • '418 'a ••••• • • • 1.. • Tlie Table 5: Attachment Resistance Exp ssed as a MOMOrlt M1 (ft-ibf) for Two Patty Adh lye t $ stems --------- The Appitllcao iVindrnuni A- ttachmnt Pr4fjj 1 _ one Piece 'S' Tile ..... Realatance ,...._ . - Adhesive 29.31------ 2 See menufactireesemponient approve! for ti)mliation requi manta. 3 Flwatla Products company-I-1100nd Averego weight per pa y10.7 pratric..—L' _ , . — ".... POyet).&iin FrOdLIV, InC, AV__....,t.......1(._13ZyeiCeit per pi fy 8 grtame, baicJ ;e ' 0`,1 NOA •02-11.5.5.03 Expiration Date: U9&'87 Approval, Data: 1.742,N12 Paget 4 et- '7 t'F.11"::18SilS1172 -100;:d 1-,16.31,10.6d3.1_103-.1 : • • • • • • • • • • • • • • Tah ko 5A: Attachment Resistance Expreasect ea a Moment - M, (ft-lbt) Single e Petti,Adheelve Set 8 *toms _ Tile Application Minimum Attachment Profile _ On* P14) oe 'S' Tila ____ ___ - ResIe.tartoe .__. pcmcm poiypr3rm R.5-4— "----- -- -: Polyroom PolyPrurm Lang rc paddy pioarnirLop. jisl .;i 5 Medium paddy place.Teril POI 21.0W4. Table 58: Attachment Resistance Expressed as s Moment - MT (1t-lbt) for Mortar Set Systems Tile Profile Attachment AyplIcatIon Realatance Orla Piece 'S' Tile 5. LABELING All tiles shall bens the imprint or identifieb!c marking of the autnufacrurer's mu-ne or logo, or following titateme.nt: "Miairi-Dade Crum), Product Control Approvcd". 6. WI:41..131NC; PERMIT REQUIRENIENTS Application 101' building permit shall be acccni-npzulioj by copies of thc follo•tving, 6.1.1 This Notice of Acceptance. • • 6,1,2 Any Er documents required. by the Building Offie)al or appltip;Pit • • code in order to properly evu ate the insiallatiou of this Systeni , • Mona r 50 OTI BON ' • PROFILE ORA VINGS ONE PIECE `Si CLAY ROOF Tn.E • • • • • • • • • • • • • • • • • • •0.0 • • 000, • 041 • • • 00410 • • • • • • 00•0 • • • • 1000 • • • 0411 • 0,00 • • • • • • NOA No,. 02-111.5.03 Expiration Dam I2(16(07 ApprovolDnute; 1,2112102 Page S f 7 t,F117RPSL9T,': f. 311 i HOO.'_I NtEtItid311C1314 6ai 1 • • • • • • • • • • • • • • Cu D T I S 'Ek%i isM s^ 11LE Hy AL7'usA'---1 2-1/3.• D :. ALA). (aaVER8 Pf • tioua) -- ECkeyY Is THE IIr81Ce HOLE HEAREEr TO THE HUMP ©P THE ?1L.E CUR wiTH Qk (1) SCREW ATTACt4E0 TO DECK °-BECK CLIP PLAC@6f2pgr DEMAI IT 1 S58 ' ON 0,011 • • 0000 • • •• •• • • • • • 0000 • • • •• • • • •00• • • • • • • ••0• • • • • •00• • • • •• • •00• • • • NOA NOJ O ILIS,M3 1 xp(sst%DtDa c.i2/ 00 Ap.Pxon } tie. i7'ti $�Eg! 6 of t°E1t• 38SW SOS c 311J fi 1CiJ NM .3NHdda 1 t lJb,J •0000• • • • • • • • •• • • • • 1.t7:621. "SFPwt9NS" 'OLD DY ALTUDA (TYP.) acRfw {'1OLO4 CUP ONTO otCf ) CLIP DETAILS (WON'T) 2112 OVERLAP (COVERS rim KIM DCSSW tN THD INS= Kul note NwtvaT to Tlik RUMP OF THE TILE CUP PLAC dt(rOZTAit. tn- l 0CCx • • • • • • • • • •• • • • • • •••••• r • ME• t C:S F ••••••• • • • •••••• • • ••• 17ECK --J END OF 'MS ACCEPTANCE • • : • • -•••• • - • • • • • • • • •• • • •••• • • •••• •••• • • • NOA.1Vp.: 42-1E15,03 •. , Fsp#satii Date: i2/16/07.?,,: x rovd. Da#e:12117An .:. `age 7 of 'I ••••• • • •••-•• • • • • • • • MIAM1DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION _NOTICE OF ACCEPT ANCF (NO Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 CO) SCOPE: This NOA is being issued under the applic The documentation submitted has been reN Review Committee to be used in Miami D Jurisdiction (AID). It!IIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (.305) 375-290S ble rules anc regulations governing the use of construction materials. 'ewed by the BCCO and accepted by the Building Code and Product de County and other areas where allowed by the Authority Having This NOA shall not be valid after the expi . tion date stared below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade Co ty) reserve the right to have this product or material tested for quality assurance purposes. If this product or mate ial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO serves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet t requiremerr s of the applicable building code. This product is approved as described herei Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 • RENEWAL of this NOA shall be conside change in the applicable building code neg TERMINATION of this NOA will occur materials, use, and/or manufacture of the pr product, for sales, advertising or any other with any section of this NOA shall be cause ADVERTISEMENT: The NOA number the expiration date may be displayed in adv be done in its entirety. INSPECTION: A copy of this entire NOA and shall be available for inspection at the j This NOA renews NOA No.01- 0521.02 and The submitted documentation was reviewed • and has been designed to comply with thcaHigh 1e�loctty Hurt+e'dir t• • •• • • • • • • • • • d after a renewal application has been fxlad.and ther€4 peen iRp :••„ ively affecting the performance of thisTrit t. • • •, •• •• •••• • fter the expiration date or if there has l;eda gevision oi! change in tlia duct or process. Misuse of this NOA as an endorsetile1p yf any , • poses shall automatically terminate t k;NQA. co,m iV••; for termination and removal of NOA. • • • • •• • receded by tie words Miami -Dade County, Florida, and followed by rtising litera are. if any portion of the NOA is displayed, then it shall hall be prov:ded to the user by the manufacturer or its distributors site at the request of the Building Official. onsists of pages 1 through 7 y J; rge L. Accbo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROV Category: Sub Category: Materials: Roofing Roof tile ad esive Polyurethan SCOPE: This approves Polypro® A11160 as manu of this Notice of Acceptance. For the locat applicable building code, does not exceed compliance with Roofing Application Sta profile roof tiles system using Polypro® moment based system for single patty plac PRODUCTS MANUFACTURED B Pr oduct Polypro® AH160 Foampro® RTF 1 000 ProPack® 30 & 100 Dimensions N/A N/A N/A PRODUCTS MANUFACTURED BY Any Miami -.Dade County Product Control list moment resistance values with the use o PHYSICAL PROPERTIES: Pro ert Density Compressive Strength 'Tensile Strength W:Iter Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTIv1 D 2856 Note: The physical properties listed abo by accepted ASTM test methods a ctured by P ns where t e design pr and RAS 12 160. Wher ment, and a APPLIC Test S ecificati TAS 101 OTHERS: ccepted Ro 'Polypro est AST D 1622 AST D 1621 AST AST AST AST D 1623 D 2127 IE96 D 2126 lyfoam Products, Inc. as described in Section 2 e design pressure requirements, as determined by ssure values obtained by calculations in , for use with approved flat, low, and high the attachment calculations are done as a an uplift based system for double patty systems NT: XIS Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • . • • • •• • • • • • • • • Tile Assembly having a alt NO4•srltiq 160 roof tile adhesive. • • .... . • • • • Restets .S. .61bs. /f1.' 8 PSI Parallel to rise 2 PSI Perpendicular to rise 8 PSI Parallel to rise 08 1,bs./Ft2 .1 Perm / Inch 0.07% Volume Change @ -40° F„ 2 weeks 6.0% Volume Change @158 °.F., 100% timidity, 2 weeks 6% • • • • 0 •••• • .... • • .... .... • • • • • are presen ed as typical average values as determined d are subje.t to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test ACS Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute 0 Trinity Engineering 01 7 7 Celotex Corp. Testing Services T Identife #94 -060 7818 -1PA 5- 7438 -3 5- 7438 -4 5- 7438 -7 25 -7492 -589 -631 637-92 6743 -011 39-062b[I] 0.02.96 -1 5 X8454 -2 -1 5 18454 -9 -1 52; 454 -10 -1 1 0109 -1 510109-2 5P0109 -3 5! 0109 -6 510109-7 50191 -1 52 109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this ac rating. Polypro® AH160 shall solely be used 3. Minimum underlayment shall be in cot 4. Roof Tile manufactures acquiring acce their tile assemblies shall test in accord 5. Roof Tile manufactures acquiring accel their tile assemblies shall test in accord iF 1�V 2 F MS eptance. Rcf ith flat,1om, pliance with tancc for the nce with TA tancc for the nee with TA Test Name /Re ort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 TAS 101 • • • • •• • • 12S2K° . • • • •••• ••.• ••••.• 03,60090 • • • •• •• • • • • • •••• • • • •••• 1 r to the Prepared Roof Ti le•Ass;rnblyi'bt ; re • • • .• • • • •••• • • • • • • • • • • • & high tile profiles. the Roofing Application Standard RAS 120. use of Polypro® AH160 roof tile adhesive with S 101. use of HANDI_STICK roof tile adhesive with S 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3of7 INSTALLATION: 1. Polypro® AH160 may be used wi resistance values with the use of P 2. Polypro® A11160 shall be applied corresponding Placement Details n the use of Polypro® AH160 shall based system, to meet or exceed th County Roofing Application Stand tile assembly NOA 3. Polypro® AH160 roof tile adhesiv Roofing Application Standard RAS Instruction and Maintenance I3ook1; 4. Installation must be by a Factory T Products, Inc. Polyfoam Products h having jurisdiction 'h any roof til 01 .ro® AHI compliance ed herein. vide suffici plift resista ds RAS 127 r 5. Calibration of the Foampro® dispe The mix ratio between the "A" com, 1.15 (A): 1.0 (B). The dispense tim: determined at calibration. No other 6. Polypro® AH160 shall be applied w equipment only. 7. Polypro® AII160 shall not be expos; 8. Tiles must be adhered in freshly appl Polypro® AH160 has been dispense, `I. Polypro® AH160 placement and min Details' herein. Each generic tile pro Table 1: Adhesive el P1 Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles LABELING: All Polypro® AH160 containers shall co BUILDING PERMIT REQUIREMEN As required by the Building Official or appli installation of this system. Plac nd its comp 20, and Pol ned 'Qualifi . shalI suppl ng equipme vent and th shall be set ttings shall h Foampro fr permanentl d adhesive. nuns patty le requires 1 cement Fo meat tail ply with t S: ble buildin assembly having a current NOA that lists uplift 0. with the Component Application section and the he roof tile assembly's adhesive attachment with nt attachment resistance, expressed as an uplift ce determined in compliance with Miami -Dade The adhesive attachment data is noted in the roof nents shall be installed in accordance with foam Products, Inc. Polypro® AH 160 Operating d Applicator' approved and licensed by Polyfoam a list of approved applicators to the authority t is required before application of any adhesive. "B" component shall be maintained between 1.0- o deliver 0.0175 to 0.15 pounds per tile as e approved. TF1000 or ProPack® 30 & 100 dispensing ► to sunlight. File must be set within 2 o 3 th S .ui.utes after •• • • • • eight shall be in accordarrcie• i t the 'Placement • e specific placement noted laeeein. •••.. • • • •••• •••• Each Generic Tile P>'dV Single Paddy Weight Min. (� rams) 35 /side on cap an 34 /pan 24 .• •• • • • .•.. TrvaP ICdy Weil' t Or paddy [Willi.. • • . . N/A N/A N/A 8 e Standard Conditions listed herein. code in order to properly evaluate the NOA No.: 06. 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • ADIIE' iVE PLAC SINGLE MENT DETAIL 1 PATTY aye course only: eep adhesive approx. In. up from weepholes e enough adhesive to achieve 17 to 23 OPtionel2x4's for re inches in contact with the pan tie stoop Pitch applications covers upside down. Place adhesive 112 In, in. From outside edge of cover rile. install the tile, Eave course only: Keep adhesive approx. 4 in. up from weepholes Remove top portion of the eave course core Abut to seco pan tiles. En pan and cov: Flush at eave Eave closun (mortar sho rile. course of ure eave end of t tiles are line, Weephoie Fascia 9` n) • to • Sheathing • *Poletp Iltar A longtturl nnal edges of tie NOA No.: 06- 0201.02 'Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 5 of 7 • • • •••• • •••• • •. • • •• •••• • • • •••• • •••• • AMIE IVE PLAC MENT DETAIL 2 SINGLP PATTY Nail through plastic ce Underiayment Fascia • Weephole • • it closures • • • • Drip edge • •••• • ••••• • • • •• • •••• • • • •• • • • •••• • • • • •••• • •• •••• • • •• • •••• • • • •• • NOA No.: 06- 0201.1)2 Expiration Date: OS/10/11 Approval Pate: 04/13/06 Page 6of7 • •• • • •• • • • • • • • • • • • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain'real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11 111111111111111 I1I11111111I1111111111111111 (:FN 2006R0863805 OR Bf: 248!:'5 Ps 4.761A i 1ps RECORDED 08/09/2006 14:12g40 HARVEY RUVINr CLERK. OF COURT MIAMI-DACDE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: tc 1 D M E '/t r rte\ S D S .7=k :e31 3 2. Description of improvement: e vv9 3. Owner(s) name and address: CA cz.,`, Q S C __iy Y l t 1 O 5`v-- k i NA.1.:. 5 I ti c, ;3t33) Interest in property: Name and address of fee simple titleholder: SA 4. ContractAr's name and address: % (' 4,, (DCAV co P, l-, S \ ti..( S 9 3 0k V\i C_ r N\ %\ k-t \ .e1 Shot ' '313 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) fie% Signature of •wne Print Owner's Name Cad0S akif (1rv1 Sworn to and subscribed before me this c%1 day of Notary Public C, l- iC.Gftc, c Print Notary's Name ,200 G�4.th crc n c A My commission expires: 123.01-52 PAGE 4 10/04 I4UTAR , Pa�L+IsCq,,.CTshhTE OF 7�„ O JDA F j1iEl:.t.'iri j . iJU I CO...,e11,510N* Dr/403793 Lri MAlt.. 07, 2009 Bondd Thn Alta n tic BOAar-g Co., Inc. Prepared eel Address: t 313 \ K L O I • 'iWt l okLt ,, S In vY -eS - "E `, C `FLORIDA, COUNTY OF DADE CERTIFY that tins is A o orris& on / 6, Lily VEY RI) Vut, c ooy 01 tiro davo d O11!( R K, A 20 eat, it and Goodly Courts O.C.