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RF-06-2741 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 11/13/2006 Expires: 05/12/2007 Permit Number: RF -11 -06 -2741 Owner's Name: AUDREY WALL Ph one: Permit Type Roof Parcel #: 1132050170030 Work Classification: Roof - Repair Block: Lot: Job Address: 1165 97 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 2579 OBENOUR ROOFING SHEET META 305 - 757 -2612 Yes Total Valuation: $ 27,805.00 Re uired Ins coons Additional Information Roof in Progress Type of Work: Re -Roof Additional Info: Final Roof Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $16.80 RF -11 -06 -26670 $341.90 Education Surcharge $5.60 Total: Permit Fee - New Roof $300.00 1 � Scanning Fee $12.00 NOV Technology Fee $7.50 �� Total: $341.90 �p Building Department File Copy 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. C'a - r js:: —, � – I - Applicant Signature D Inspection Worksheet Miami Shores Village �L 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796 -2204 Fax: (306)766 -8972 Inspection Date: 03121/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Owner: WALL, AUDREY Work Classification: Roof - Repair Job Address: 1166 97 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060170030 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & S UPPLY CO. INC Phone: 306- 767 -2612 Buildina De artment Comments RE- ROOF - INTALL ALTUSA CLAY S FUME ADHESIVE SET ROOF TILE SYSTEM MAR 2 2 2001 Inspector Comments Passed as per conversation the up lift was taken already, just waiting for the turbin revision Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 20, 2007 Page 2 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To AUDREY WALL Invoice Number: RF -3-07 -27897 1165 NE 97 ST Invoice Date: March 20, 2007 MIAMI SHORES, FL 33138 -2557 Permit Number: RF -11-06 -2741 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type; Roo# / Work Classification: Roof - Repair Date Fee Name Fee Type Fee Amount 03/20/2007 Revision Fee Calculated $35.00 03/20/2007 Scanning Fee Calculated $3.00 Total Fees Due: $38.00 [BAR 2 0 PAID Tuesday, March 20, 2007 v Miami Shores Village " MAR 19 2007 Budding Department t. A 10050 N:E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 'ermit No. �~ b PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofin c Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City--MYJAb6 State Zip Tenant/Lessee Name Phone Job Address (where the work is being done) �/ q7 V City Miami Shores Villate County Miami-Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name KQ Phone # Contractor's Address City LC>J� State zip— Qualifier Name Q �'},,[,,� Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) vwl .- Value of Work For this Permit $ Square/ Linea g f r Type of Work: []Addition ❑Alteration []New: ❑ `Repair/Replace ❑ Demolition Describe Work. Submittal Fee $ Permit Fee $ ®�''' CCF $ CO /CC Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement$ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side 4 6 . 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 I; 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 CONDITIONtRS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE.TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN ;YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN . ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. • As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction, lien law brochure will be delivered to the person whose property is subject to 'attaclment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which. occurs "seven (l) 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fo going instrument was acknowledged before me this day of , 20 , by day of 20 2 by who is personally known to me or who has produced who is persongily known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: Print: c' � C�ii�sSIU.'G L11 �1, :s if Qc� My Commission Expires: My Commission E 'IktE9i 4I�FtTL 02, 2009 APPLICATION APPROVED BY: 3 t Plans Examiner Engineer Zoning (Revised 020/06) d �'ami Shore MAR 1 9 Z' s Village ��� APPR ®VEb B MtAMI•DAt?E ZONING bEPT Y DA� BY ______..__...�.,., MIAMI -DARE COUNTY, FLORIDA BUILDING C D LDG b METRO -DARE FLAGLER BUILDING PRODUCT p O I C) /> 40 WEST FLAGLER STREET, SUITE 1603 ���MPLIANO C MIAMI, FLORIDA 33130 -1563 NOTICE r �' ALL DERAL (305) 375 -2901 FAX (305) 375 -2908 Lomanco, Inc. GULgTt ®�S 2101 West main Street Jacksonville, AR 72076 WIN .SCOPE: This NOA is being issued under the applicabl rules and regulations governing the se o con materials. The documentation submitted has t = reviewed by Miami -Dade C o 1 Division and accepted by the Board of Rules d Appeals (BORA) to be used n other areas where allowed by the Authority H Lving Jurisdiction (AHJ). This NOA shall not be valid after the ex * Lion 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 mate 'al tested for quality assurance purposes. If this product or material fails to perform in the accepted er, 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 IToduct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, d has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB -12, BEB -12, BIB-123 R, BEB -12TR Whirlybirds • • •••• •••••• LABELING: Each unit shall bear a germane t label with the manufacturer's name or 1 0 city, state • 0 • and following statement: "Miami. -Dade Caun Product Control Approved", unless o • 7 4 • • noted • • • • • • • • • • herein. PP ' dlS@ RENEWAL of this NOA shall be considered er a renewal application has been file there has • • • • been no change in the applicable building code negatively affecting the performance of %`s *'roducC , ° ° • • •' • • TERMINATION of this NOA will occur after the expiration date or if there has bee � . • • • • • • • • • change in the materials, use, and/or manufactwe of the product or process. Misuse of dais MA as are... ....:. endorsement of any product, for sales, advertising or any other purposes shall automatically- Trminate• • • • • • • this NOA. Failure to comply with any section of this NOA shall be cause for termination*dn&remoVt bJ ; • NOA. ADVERTISEMENT: The NOA number pr eded 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 shl 11 be provided to the user b i distributors and shall be available for inspectioi i at the job site at the requ 1 , This NOA renews NOA No. 01- 0614.04 and cc nsists of pages 1 through 6. The submitted documentation was reviewed, by orge L. Acebo. .. 4 NOA No.: 06- 0501.09 Expiration Date: 08/1607 Approval Date: 09/07/06 Page 1 of 6 i f 4 ROOFING SYSTEM APPROVAL t Category Roofing Sub - Category Ventilation ° Material: Aluminum TRADE NAMES OF PRODUCTS MAN UFA CTURED OR LABELED BY APPLICANT: i Product Test Product Dimmensio_ns Specification Desc BIB -12 WhirlYBird® 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle 1/8" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BIB -12TR 12" wide at base 20 -V2' TAS 100(A) Turbine ventilation system for file Whirlybird® high insaallation. ! Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle WhirlyBird® 1/8" high g Vanes 0.0175" thick installation. E Elbo 0.0305" thick Base 0.025" thick BEB -12TR 12" wide at base 20-Y2" TAS 100(A) Turbine ventilation system for the .... Whirlybird® high lntallatton. • • •. • •. • • • • • • • Vanes 0.0175" thick • Elbo-0.0305" thick • Base 0.025" thick Turbine Cap 12" dia. • • • • • TAS 100(A) Turbine cap to be instalt&1hthe eVbnt of aHurricane Warning. ••�••� .••• ••••• T RADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: ; • • • Test Product • Product •••• • Dimensions S ec�cati n • • • • • • Descr'oti °n � Ma$ufacturea Asphalt Roof • Cement ASTM D 4 86 Asbestos -free, asphalt based roof generic cement. Asphalt Primer ASTM D 41 Asphalt primer generic Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic #12 x 11 /a" shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw V2" generic #10 x 4 NOA No.: 06- 0501.09 Y Expiration Date: 08/16107 Approval Date: 09 /07/06 j Page 2 of 6 • 1 . i f EVIDENCE SUBMITTED: Test A—_ encv LgAIdentifitr Desc, ripHon - Date Center for Applied MDC -117 TAS 100 A Engineering {) 03/95 Center for Applied MTS -25749 B Engineering TAS 100 {A) 12195 t E APPROVED APPLICATIONS i Trade name: BIB -12 WhirlyB rd ®, BEB -12 WhirlyBird® y S stem Type A: Mechanical attar iment of turbine vent over composition shingles. 4 Cutout: At chosen location (see Lomanco instructions for ro r p pe placement) and centered between two roof rafters, cut a 12" diameter hole through shingles ! and sheathing arils. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof litch in compliance with Lomanco's instructions and align s roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting )ase unit flat on the shingles on its flashing'. and coat underside of b e flashing with roofing cement. In its pitch - adjusted r position, carefull slide upper half of flashing up roof beneath shingles Previously rolled back until base is centered over cutout. Rolling back the shingles where ne xssary, and rechecking pitch setting for vertical alignment, secure the base III it to the roof deck with a minimum of fourteen rind ekank roofing nails, equ aly spaced, approximately 3 /a" from edge ofbase per-detail ...... drawing "Base ". Nails shall be of sufficient length to penetrate through rpoi • sheathing a mi ' um of 1 /i'. Apply roofing cement to uhtltOde of sbMgIU • • • •' • overlapping flashing, and press them down onto the flag'. Nail down :....: flashing not covered by shingles 1 h" to 1" from outer. ��ec1-with q ..... • spaced ring shank roofing nails. Rotate top of elbow to level position by turning counthgclUkwise. • place '' `':' locking clamp acr ss seam and ti hten as shown in • g Umaded a instructions • with approved shcet metal screw. Seal all seams and nails with a • • roofing cement. 1?P ;�� . Position whirlybird on the base. Line up the pre -drilled holes in the brackets • and base and fastei k with approved long sheet metal screws. After installation, verify that whirlybird turns freel If necess adjustment may b made b y ary, minor y gently prying lowest point of turbine upward to remove any wobble. r Net Free Area: Refer to manufacturers P ublished literature 4 Note: Apply roofing ceir ent to seal all exposed flashing edges and seams. i NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 f Page 3 of 6 r 6 i 6 E f 1 APPROVED APPLICATIONS j Trade names BIB -12TR ybird ®, BEB -12TR Whirlybird@ System Type A: Mechanical attachment of turbine vent for file or slate roofing. s Cutout: At chosen location (see Lomanco's instructions for proper placement) an d centered betweei i two rafters, cut a 12" diameter hole through sheathing boards. j Installation: After application of 30 lb. felt and 90 lb. roofing material (hot moppe 4 Roofing Applica 'on Standards RAS 118,119,120, cut 12" diameterolei per roofing membrar es to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing With ASTM D 41 primer, and coat underside of base flashing with AS TM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3 /a" from edge of base per detail 's drawing "Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. z Place the piece of roofing material over base and hot mop in place. Seal 1 inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions i with supplied fast ner. Seal all seams with approved roofing cement. Position Whirlyb' rd@ on elbow and attach using three sheet metal screws provided. Check o see that Whirlybird@ turns freely. If necessary, minor adjustment may made by gently prying lowest point of turbine upwgiO" • remove any wobb e. 0000 0000 Net Free Area; � • j Refer to manufac ers published literature • • • • • • • • • • • • • • • 0 Note: 0000 0000.. Apply roofing cei nent to seal all exposed flashing edge$ andseams.: • • • • • 0000 t 000000 . 00 00.00 .. .. 0000 000000 0000... s • • • • • 0000 •0000• • • 0000 • 0 • • • •0000• i i NOA No.: 06- 0501.09 Y Expiration Date: 08/16107 Approval Date: 09/07/06 I Page 4 of 6 i 4 1 i f 1 ! LIMITATIONS: i 1. Refer to applicable building code for required ventilation. R 2. BIB -12, BEB -12 Whirlybird® bine roof ventilators shall be installed over composition shingles roofs only. 3. BIB -12, BEB -12, BIB -I2TR, B B -12TR, Whirlybird® turbine roof ventilators shall not be ' ll instaed on roof mean heights ' g greater than 33 feet. t i 4. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the BIB-12TR, BE13-12TR turbine head shall be removed and replaced with the approved storm ca listed herein. DE EL DRAWINGS F Ndi1 Every 4 "_6" O.C. Approximoteiy 3/4" From Edge R0.187 -� R0.187 t r 1 �1t� " "" 5.774 R12.t.1u 0000 II • 20.000 -*.500 • 0000 • •00000 • • • 0 3 Rtt,p001 ¢.125 7r1RU (3 EgUAIAOEiE} • •• 4000 •• •4 0000•• •• p � 1 5.774 0000 • • •0000 1zro'o° : • . 900000 0000 • 000• • • i . 0000•• • •• 000 0• t e • 4 9 • • 40 •• •000 00.0.0 • 0000•• • 0 1 • • • 5 • • • • •••4 4009•• • • • 9000 • • o so OM . •• • 000 • • 0 •4 2.674 4 2.679 20.000 1.060 BASE s i — NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 i Page 5 of 6 1 t 8 l 4 ' DETAEL DRAwiNGs (Coww i r � I 1 1 I. i r s I + f t i l 0 0 0 O + O O 0 0 0 0 0 1 1 1 B -12, BIB -12TR E • 0000 0000.. 000000 • . • 0000•• 0000 • • • • a 0 • 0.000• ! 000 •• 0 • 0000. . . 000.0 • .0000 �e e • • •• • •• • ••• .• 000.0• 0000•• • . • 0000 ..0000 • • • •••. . • • 00.00• •• t` #' F BEB 12, BEB -12TR s END OF THIS ACCEPTANCE NOA No.: 06- 0501.09 Expiration Date 08/16107 Approval Date: 09/07/06 Page 6 of 6 �s- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL W Phone: (305)785 -2204 Fax: (305)756 -8972 WW NY Inspection Date: 03/09/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Owner: WALL, AUDREY Work Classification Roof - Repair Job Address: 1165 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132050170030 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments RE- ROOF - INTALL ALTUSA CLAY S FUME ADHESIVE SET ROOF TILE SYSTEM MAR 0 9 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 31814. Failed Correction Needed �c''- 6A" Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, March 8, 2007 Page 1 of 2 ° U.S. SOUTH P>r°;ect �o 8986 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 Owner's Name: tM4" Permit # k�F" ( Lo /- Z +4 t Job Address: ti l %�; I4 �- !1 11—, 4 t b, t , Roofing Contra tor: a 0 Type of Tile: LW S LW_ Date Installed• Approximate Roof Height: feet Roof Pitch: Type of Access to Roof. Scaffolds � Ladder Other Approximate Square Footage of Roof I t k 0 ff 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: ----------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test LoceBon U01 ft Pull Test(P or F) Test Location Uplift Pup Test(P or F) 1 26 51 76 2 r 27 52 77 3 28 53 78 4 29 54 79 5 30 1 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 1 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 TE . THIS REP MITTED BY: P.E. Lab Certification # 98 0608.04 State of FL Certificate Autho iation # 4100 a � ' d Job _ t �fa2� t� �Z,, �, ► SheetNumber 'Z of 2 Contractor _ �® c9 ,2 ao , t i c,, Sketch of Roof Checked By Scale I'll I t C y I fi I .i { •.: �•';::•. — 4S' : x - _ - •'-{r: -'IC-: - » - r z• is 6 7s - i•S - . 6.1 .s• �.....t•.... _... N i .: i i _ . • t _4_.x11_ .t. • • • • •• •• m • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tp .:.....:. . : ...::.::::...::..::::..:....: . ... Inspection Date: 02/21/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: WALL, AUDREY Work Classification: Roof - Repair Job Address: 1165 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132050170030 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL 8R SUPPLY CO. INC Phone: 305 -757 -2612 Building Department Comments RE- ROOF- INTALL ALTUSA CLAY S FUME ADHESIVE SET ROOF TILE SYSTEM FEB 2 2 2007 • In ector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, February 20, 2007 Page 1 of 1 d. Inspection Worksheet Miami Shores Village �tBBB _ ttt6t 10050 N.E. 2nd Avenue Miami Shores, FL kLAR1Dp' Phone: (305)795 -2204 Fax: (305)756 -8972 r Number Inspection Date: 12J1112006 Permit Type Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: WALL, AUDREY 1 Work Classification: Roof - Repair Job Address: 1165 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132050170030 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, December 7, 2006 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: {305 }795 -2204 Fax: (305)756 -8972 Permit Number: RF -11 -06 -2741 Owner Address: Invoice Number: RF -11 -06 -26670 1165 NE 97 ST Applicant: AUDREY WALL MIAMI SHORES, FL 33138 Company Name: Job Address: 1165 97 Street NE Miami Shores Village, FL 33138 - Date Payment Type Check Number Amount Change Tuesday, November 14, 2006 11/1412006 Check 1768 $341.90 $0.00 Total Payment: $341.90 Page 1 of 1 Y u Miami Shores - Village 11 [ Building Department 10 10050N.E1nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D 1 O M E Permit No. PERMIT APPLICATION NOV ® .7 2006 ster Permit No FBC 2001 • .®rrr. m e Permit Type (circle): Building Electrical Plumbing Mechanical Rooiin Owner's Name (Fee Simple Titleholder) ( Phone # Owner's Address 1 6 5 N -3'� City v • M r State L Zip 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) q 5 ,+• City Miami Shores Village County M iami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ( Phone # ,1 757-2b 12— Contractor's Address City State Zip 3 Qualifier e- Cc o j40,4 04ppzi ry State Certificate or Registration No. ( Certificate of Competency No. / Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit `�' ,? 7 Square Footage Of Work: Type of Work: ❑ ddition ❑Alteration �. ❑New epair/Replace El Demolition Describe Wo k: S A , 0_ � A t4 Submittal Fee $ Permit Fee $ CCF $ CO /CC. Notary $ Training/Education Fee $� (VO Technology Fee $ — 7 . Scanning $ Radon$ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ . Total Fee Now Due $ al CIO NOV PAID .(Continued on opposite side) \�� Bonding Company's Name (if applicable) j r Bonding Company's Address M City State Zip 7 - 0tgageder'strdres ` f 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 I l 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 w ith all applicable laws regulating construction and zoning. C "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." J Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must, promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifred.cJopy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit ; is issued In the absence of such posted notice, the " 9, inspection wd of be approved and a reinspection fee will be charged.' i Signature Signature Omer or Agent Contractor The 6 Th fore okinstrument'was acknowled er g.,, ged before me this � The going inStrurnent was acknowledged before me this day of 2(b , by p day of 20(%, by J D. who is persnown to me or who eas produced who is persona y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB Sign: Si qOTAITTIT PT hL1C4 ^r, NOTARY p{p i y I FL ORIDA ` Print: ? • T u l [ F � 4 + Print: PUB T ... ° _ A L O M Commission E ire�� r 1 C VI a� 55 O ro L L 5 0 SK G �r D n �`rT `�IG+ D, Y Lty L i1L 0�, t,p My Commission Expires � w r.f Ti �; DTs 0 , 009 ��� � ���r , x * cart � �; ��ar ��� x �� ��' �'$ ��i' 2�1 4 '�'�4�,.Tk *f���s+�i���ser�lnc.; APPLICATION APPROVED BY: Plans Examiner • °' Epgineer -,n `i Zoning the 05/13/03 APPENDIX -F" REQUIRED OWNERS NMIFICA'rION FOR ROOFING CONSIDERATIONS t+rli.un, t. rill, \ , ,•u,h, 11 l'' II I, Iht' I, ,l VI , i :rhf :• Idille cUitll.ltlUl' AI l the Uttfl,r . itt; , ;t1UUt'tl uu[ulk per tile pit» role tile uti e nc r 3-1 i �� uh thu .Ipisentinx and to explain to the owner [he-content. of this forn1. l I'hc E r ('{tapter 3 -t of SOtuh lt1'rda l3uildip (',Idr 151 13C'r , u,rrn :(II 1.11C (nrnrnlunt rcyu(rrincnt, ,uld ;t rndLud, ,,i 111t: I,rtlu. the re alit? d ill ,ti[enl I11;[alldlltrni :�tltllllt�il:l'i 0tt 111 t. the It111'Irlt! Ite,ll, ,hOUltl he ad(lreiieti .ls p.lrl of the agreein;,tt e ctllllrat.I01` Hle tm I;Itt� >•,r 0 t1 \tile( a(l rtar'; uuual ill the ,ldj,lt:ellt box Indicates that the Item has been explained. t. ; \c 11 'urklitauilli(�: l'ha tto, kinan Jill, 1'rt,t l,I, l!' .,l ('11"Pler t -1 are fur' the put te tit past kill th.tt the rtI „I ,\item meet, the ttrfltf reil,t:rnce :[nil %t,Uc:r Intro',loll iserturmance staildards. Aesthetrci (:1ppeajaUlCel r„ue, art'. not ,1 cunsttlerulon with respect to worknuulshlp f)rut ntcrns Aesthetic issues such as colur or architectural appearance. that are not part of it ulning.t:ode. should he addre ;,etl a, part of the agreennent between tho o%%ner and the :0111racklU Wood D Renaiting 4 \'ooecks: When rc Iacl tt+ t, IL > p l C . ruulul,, the e\uun; wood roof* deck may hat > tt It(1 Tile Current prop l loll; % Chapter ?t) fI ' y � lU he rena(led III :tt �trida(L c ! the (The rool� deck is usually concealed prior to remot rrld rhr cCnuma r0(lf ,ystenl t 3. Common Roofs: COmnus❑ roufS are tlioe t%hlLh h:ne nu hie dclrneatlon between newhhorim! unit, u c t, I, it houses, condonlinlUmN, etc I In buildim-, "Uh ,01 11111011 r0t6i, the rutsfint, contractor and/or owne Ihr rsc cupants of adjacent unity tit' tit' rooting work to lie perlornued' rshould 11011~ \ . H:iposetl ceilings: EixpOsed. open beam ct ltn�r, are i here the underside of the roof decking can be v . > below. The owner may wish to maintain the architectural appearance, therefore, roofing nail en' f` e d r e '(11 ' de of the decking penetrations of the under g play not be acceptable. The SFBC provides the option of maintaining this appearance. a. Ponding Water: Ihe current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in law -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 roof- ` Ing system. Ponding conditions may not be evident until the original rooting system is removed. Ponding conditions ihould be corrected. 5. t);erf[Ow Scuppers (wall outlets): It is required that rainwater flow on , .so that the roof is not over( aded front a bulltl up of water. Pefimeterledge walls or other roof e\tcn;lons may block [his discharge if overflow, scuppers (wall Outlets) are not provided. It may be necessary to install overtltlw scuppers in accordance with Chapter 23 of the SF8C> 7. Ientilation: Most rout , lructures should hate , t , rlie ahlllt) to rent lldlUl:d ,urtlow through the lntertor of the ;lrut:uil fl , I , u•rllhfy tine bulldin-o I(ielfl. The exi,[ino ant,'ont ul n,nicr re(1[lll whit-11 attic tenu h latiun ,all nut be: reduced h (1101 he hcnctica.tl t, Can re ;ult 111 extending ilk ,i I t Icc 1110 for the loot the ow'r,er lnlay contact the vILami -Dade Count) S. the abovec . rnec erYlCes 1)c (on ;u S J f1' ' >u[nlent for further Inlormauon re0ardu (l u 1n 5! -en(, - Date ntractor Signature e ' OR Bk 2 .984 . �,s 4793y. ftips RECORDED 1+:1/10/2006 11 - HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE - 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. 1. Legal description of property and streetladdre 2. Description of improvement: 3. Owner(s) name and address: Y) S L AMI S 4h Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 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 followin person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida. Statutes. Name and address: VL 9. E 'ration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ date is pecifie` Signtlare _a# E W nwr y Print Owner'S Prepared by LL . 1 Sworn to and subscribed before me this day of , 200�,. Address: ��t i Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 10104 i{ 10 .y i it i) i ;L: <I U2 ,i Cl So�iLt_ttg co. In 4e. r t ROOF ASSEMBLIES AND NOV 0 7 no SECTION 1525 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLIC 1 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS O THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BEL 1 0 P y Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 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 �o 3. Design Calculations per Chapter 1 ( 128 Miami shores Village 4. Other Component of Product App r PROVED BY DATE 5. Municipal Permit Application ZONING DEPT 6. Owners Notification for Roofing Cc rW R roo ' r y) 7. Any Required Roof Testing /Calcul ERAL STATE AND COUNTY RULES AND REGULATIONS FLORIDA BUILDING CODE — BUILDING 15.31 ROC?F ASSEMBLIES AND ROOFTOP STRUCTURES r Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name d & E tJ m d jC f2ocn g: :�, &j 1. Job Address (Q 5 1 7 ST HOOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tiis ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing CI Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • 0000.. Section B (Roof Plan) • • • • •. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and•a►werlilow dV1A3' • • • • • Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones�el4location of parapets. • •0000• 0000 :0000: 0000 0000 0000. • 0000. •• 0000.. � 0000 • • 0000 • 0000.. • 0000 • 00* 0000.. t 15.32 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 Manufacturer Notice of Acceptance Number Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations'• 1: — •G,r 1 .20.7i P3• 0.71 Maximum Design Pressure (From the Prod t Approval Specific System): - ftep Sloned Roof S-0tem Descriptio Deck Type + —•� • • • 0000.. • "�. Type Underlayment: . • • • • • • - -- - - -- -- 0000.. Roof Slop 12 — � .._ � G _— 3 � � �•• �....� 1 0 Insulation —� —_ •••• •+••� .00.0 -.. -'- 000000 00 • • — .— � - - - - -- 0000. .. 0000.. Fire Barrier: 0000.. + P � .. 1 . Ridge V tilation? Fastener Type & Spacing: . . is 0 Adhesive Type: r—» Type Cap Sheet: �.4 -+ Mean Roof Height: _,L_____ Roof Covering: a t e Type & Size Drip Edge: 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 file systems, choose either Method 1 or 2. Compare the values for M with the values from M If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Meth�odd I " Based W . Calculations Per RAS 127" Q (P x ? . = Li ) - Mg: J- * $s1 = M . Product Approval Mfg (P •1 x ? . ?T � cr• O� j - Mg: N • 3 � = M �+ 7 � Product Approval Mf 30 " (Pg - 1.1 •' x a.z'9 ' ' 0 - M cl • 3V = Mr3 • 7 / Product Approval Mf -30. 7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be u in conjunction with a fist of moment based tile systems endorsed by the Broward Comity Board of Rules and Appeals. • • For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater door eWli jp the Fr Jalues, 000* •• • • for each area of the roof, then the tile le attachment method is acceptable. • ... • • • Method 3 "Moment Based Tile Calculatiops Per RAS 127" • • • * • • • • • • (Pl: x L = x w: _ - W: x cos B = F Product Approval F es _ •••• • • • • • • • • ••• (P x L - x w: = - W: x cos 8 = Fr2 Product Approval F *fee • • • • •••••• ••• • • (P3: x L = x w: = - W: x Cos B = Fr3 Product Approval 16 *- % - w • • Where to Obtain Information :00:0# • Description Symbol Where to find • • '. •. • • Design Pressure P1 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 B Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to M Product Approval Gravity Attachment Resistance M Product Approval Required Moment Resistance M Calculated Minimum Attachment F Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval L = length Tile Dimensions Product Approval W = width t All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 i M t A Alf 1�t MLtM! -DADF, CO UNTY, FLC11tt71A StJiLD1NNGCODE C0M?LLkNCC OFFICF (11CGGt) DEMO- tADEFLAGLER AULLi?INO PRODUCT CONT1COL DIVISJON 14a WEvr n 5'f'RAj 51.11'1'x» 1603 M1A-W- A..O&OA. 3 31 - %0 - 1563 tv�pT T ANC �i�� � t3o�) 3�s -2sa1 FAX(30.1) 31s -sacs A Maur (USA) Inc, `� -- Miair L FT,: 33166 SCOPE! This NON is bo;,ng issued under the applicable rules and regulations rxiir s the td use ,f rall�tructien rnateri€ils. The +�tscumszttatton submitted has gove been rcvicwed by Miami -15ado CouaV Product Control Di and liccel;te�i by the Board t� AVing and A. tB j). to be uged in 'viianji Dade County and other areas where allvwcd by the .fi.utl+trtltY Having Jurisdiction {AHJj. - T3aia NOA shall not be valid after the expiration date stated below. The Miatr11 -Tiede C(Xmty Product t :ontznl L) (In Miami Dade C unty) and /or the A M (in autisa other tllstz Miami bade County) t9cscsve the right to have this pmduat a: ulateria3 ilia acccitud manna, ter"d for quality assurance. purposes, if this Product Or matcrial flails to perform in the rnanufacturur will incur the axpetxse of such testing imd the A Hr mk itauindistely rovoke, modify, or suspend th* tort• of such product oz - matarisl within their Jurisdiction. B0RAyt3tr-,csthc to rt•ake this acceptance, if it is deterrbincd by lk iarni - Dade County Product Control Division that this groduct matertal fails to merit tlx require""Onts Of the applicable building code, This prodaact is approved as described herCiij, end has been designed to comply �^itli die. Fii > :' • •: • ..... Zone Of the Florida Building Code,. � y .miry HLW Care DESCRIPTION, Altuaa "S" Clay Roof Tile ... • • ♦ ...... . ...... I,T ; path Imit shall 61!.as a P ' • "' • atlCTlt 'abet svith the rnar ufactnrer�s 11amc or logo, Clii'* trfi and ' ♦ r • ♦' ♦ • ♦ ♦ • following stAterCent' "Iiaptli.Dade County Prt7cluct Comsat tAL of this NOA sltatl be Cpasiderod a#�er a renevmll ap 1st 'rtr has b-M filed and tit ss beer. do ' • •: • •' thane in the applicable building co negatively affecting the perforrnauce of this product. ; • •; • � ° " • • • • • • TERM04 ATION, of Ns NOA Arilj orcur af* he •.•. ....:. matcriaL use cxpart$ttcm date or if there has betel revigian Oj change.• C• • t suitor matttaf�c tttta of the ptoduCt o pt OC•e�S. MisUSe of this NOA as an cad0AmtnCof any • • • ♦ :0 produce for s4cs, adveT6si ng tar' arty ©fiber purposes shall automatically tcnnirate this :N`OA, Failure to cattT i1►' • • • • • • with ally section Oftbis NOA shall be cause for tcrMinatioat ftit�A. a nd rersloval ADVERT1SEMEN'r: The N OA number ptecedod by rho a w d rt htC u ilade C the expiration date may be displayed in zd- ye literature, If any ti of tb 'ami- OQATY, , ndhand fatio by be dow in its cat rety • is displayed, ed, them it shall INSPECTIt l.;: A copy Of this erttirc XQA shall be provfded to the user by ilia manufacturer Of its distributors and shall be evtailatlle for inspecxltxri at the job site at the request of the Tuild4 Of tial. This NOA consists of pWS 1 t hxough 7. The submitted dacumcntativu was reviewed by pnnk Zino a, RRC NOA Nos 02.111 5.01 WrA t it Daatz. ti/16107 Approval DAtell W12fQ2 PAW 1. of 7 9t Q SS9 'LAN t�9fi9SS�S tS 3711 dOOH NU3NO JdM I QE914 21P:60 c -ttM 0 /90 CRtega y: R- 00futs glib—Category- Roofing' aLn Materials Clay 1. SCO PF This renews roofing system using Alttua Okle 7riccq S' Cl- Roof Tlle$. as manufamrcd by Altar (LISA) Inc-. at►d dc44pibod ia. Section 2 ofthis Notice of AccepUce. For locations when 'be pressure rcquirMCAts, ss determined by IPPlicahle Building +soda does not exceed the devjgn P V4uo5 Obtahvd by Calaula in complianc,,.e with xks 127 ugitlg the valves listed irr, } s � octio t Y 4 be D r Tile sttwbMent r„alculatioris shall be dour as a rsiomer t based system. +� 1'i�Rp�p Ut $Lvv „ ,,,� Vest' f'3'od4ct $lg c.�crtC .. 1� :� � P,�,gg ftCSti4Jf6 }]MW9 —# Altusa One piece 'S' L- 18 %1, 'TAS 112 H Profile clay roof tile. For direct dock or Tiia qtr m lt}.5" Ld F Y batters nail -on, mortar set or adhesive set Va' IhA nominal Uretions. 3.25" high ��' Trim Picres • Lam; varies TAS 112 Acccsso • • • • • • 'r}' �Iit, C1$}' 7S30r�ptCCes.fOr time 9C • • • • • • • witfit . varies hips. xalces, ridges and valloy taAA.' ti,6 . • • Clip ' J'i Nliel ��, MAttl'8.C2t1.Od for Wh the profile? • • • • • • • • • F I.in6' PA 114 p ....•. TYle 0.00•• • �= 0.1251 0000•• 0000 0000 • • FA 114 I_ Shaped rile Blip • • • • • • • • •.... (L 79 0000•♦ ••• • • • s � 7 � • • 0000• {l,(1 �{112f •• •• 0 00 000000 •0••0• • • • • 0000 0 0.00•• $' S111C [jC1811t16! �I-W 0 00 • •00• �•000i The Ccrclter f or • • • • App1xC<i lift Testin Apr 19 94 • • • Engine Inc. 94 -083 Static Uplift S ! PA 101 (Adhesive Set) The COnIer farApplied 94 -084 $`o O Uplift Testing May 19 B'gt ng Inc, PA 101(hioxsar Set) The Cema for Applied 25 7200.1 Static Lrplift T �tti Feb. 1995 Bagin6cring, Inc. PA 102 The Center for A lied (Quick -Urivt Smews, Battens) Pr'vjret No. 307025 Wind Driven Rain Oct, 195+4 Evginvasing, Inc. 'Teat WDC•78 PA 100 Cc:lotrac Corporation Tasting MTS 52MA9 M 102(A) may 200 PR t Asphalt Teatmol y �'� 1i►a, CLF tD03.02 - 02 PA ltiz C3cait>er 2001 - Itacllaxd Technologies 7161.03, Appmdix III PA t0? Dec. 1947 NOANmi 0z- 111. 3.03 EXPIrati n Daher 11V Approval Dart: MUM Page 2 of 7 21006 SGC'QN tree ?e SLG02 <- 3111 dOON NH3NUd Na11G.3W �r:b0 2E0ee 02.r90 r �. PS:} Tit Yaisra� `I` t a Dam Redland Teehnologies 7161 -03 'Wind Tunnel Testing D =. 1991 Appendix 11 PA 108 (Nail -on) k dlaud 7'eeltnol4es Letter Datw Aug. 1, winti '1`uunel Testing Aug. 1994 199 F 108 (Nail -on) Rodiand Technologies P0631 -01 _ Wirid Tunnel Testing July 1994 PA 108 (Mortar Stx) Redland Technologies PO402 wi6drswal Resietaneo Sept. 1993 Tcstiag of &cloAf vg. fimoorh Walker Et , neerfn , Inc. s1ma- mails ' ' 8 Calculations Aemdy+nsmic Multiplier March 19-99 Walker Engineering, Inc. Evaluation iA3oulgriorw 2,5 -1183 March 1995 Walker Enginecsirig, Inc. Evaluation Otlenmons 25 - 7094 February 1996 Walker Engineering, JMO. Evaluation C:alc ulatiom 25.7496 Apttl 19-95 Walk-or Engiiree f'ng, Ina. Evaluatimr Calculations 25 -7584 I} CCCmbctir 199 5- 7804b -9 2 5- 7804 -4 & 5 25- 7848 -f ?, ILIMiTATIONS ...... 3.1 != irc claegif cation is riot part of this aCCGPtauc+c. • • • • • • 3.2 Far rnonar or adbesive set tilt applicatticne, a static field uplift test shad be �+erl'amied in • accor enc-C with RtA 106. • • • • • • • • • • 13 Applicant sba11 retain the services of a • M iarnl -Bade County t'ertified Laiiarata6y. • • • • • •: • • • quarterly test in awordance with TAS 112, appendix ''A'. Snc]t tenting s be uxf o to • • • • • • • • • the B uilding Codo +Corpplimatce Office for review. • • • • • • •. 3.4 Minimum underlaymml $hail be in Compliance with the applicable Roofin '4 • Ii • tior • Suldards listed cation 4. haroin, g• Ply • •. • 0***:* 3.5 30190 bot mopWd r. aderla.3�mmt appllt:atiow may be insta!Ied ' 0000 • • unius sW*d t)t4mvV ise b the un4tfl8. perpendicular to �wt - slope • • •: • • � • • • • � }' yfi�l0tlt mat+azial Cttat7tifaCttrrflr8 publislrod litatawrc. .. . 3.6 T11is ascgA' nom is for wood dark appijutic+tls. Mb3bnum deck requir+emante shall bo in Complsauce with apOIcable building wde. 3.7 May be installed on slopes 7.12 arld g t 4. Vq8TAf.L4,TYON 4,1 Ahnsr 'Altusa one Plec+s S' Clay Roof Rile a-rd its cotnponenr$ shall be jwtalkd in strict ca fliance with P'wfLuf ApPlica'ticn Standard ItAS 118,1tAS 119, and RAS 120. 4.2 Data For Attschmmt C:glculatiota Tahfa 1: Av®rage W*h (VY ) and i3fattnngiarts (l x w } 1 T1ls Ptwflla lt4`el2Ett il4f (il j Langth -1(ft) Width -W (ft) 0.875 Eapiratim Darr_ 1146107 Approval jhtw x2tt!2ail2 a 3 of 7 B OOt1 S -38 ON i�BU �l� 3111 -MN NH3NHM8311 C3W dtT : 6© OLe../O.�! 190 6 ° .30 .'x:'0, 03 09: 4? NEDITERPPNER4 ROOF TILE 3057596404 NID. ess 9009 ,Lug j/r-j z ama uvuvndxa MSITT . VON �lfvd" W ASM VWt'(AV'OUI'5nPWJ WRO;&(Od Lu"s Stu$ WOLUOSU)t wnwfu1W Uof4"lddV *Ili. 4p)f AUVd OAkj, JQJ Uql-;I) 1W jU*WOVj a Se peoswdXa t*UV1*1w# w9wipst4ly :S olqaj. '01 1 1 04140 w U W4; 0 1 IMPOU P81000NO 11 — optsul Vzujp*ffFXFUJ vq Nn - p asinc* jo)vm I 841 1$) dip 4jimA�9jolz L !.S %ag!a quo V_tN!* *t41 19) (lip qjAk,'A9J*j3 nold ou VVE tsase JO 410PW S PG� *:a*** 00 00 0* 010 PIO!i) SPON MU I PAWDS jo 4 lid lootus PI) g asp •0••• .:t 00*0 i • - NO G�AOS) HNN �uvqS • 'o •• 0� via • E - sz A) 41 PO ----------- 0 00 0 - �. 0. VEZ LTZ MOJa(3 Jo 410ows po�q 0 0:0 7 Gh�jj7j% 0 T99 Z W r 0:0*00 V 9 Meng Jo LIJOOVJS PO 1, i 'v G1 ni --- 8 , 9z -- � ,-I ITN MUB'►S OU IN PO onew Qufj (POO*Ald (POOMAId I �Ovq P Sill - Stu 9 uo-jpjq JQj O .4u&LuoW ig su pessoidxg i 69 9v4 r I tolo UZI luefa voi suo 'Ta 1 , ' i , t �. 8�t1�bM1t °�l A� >�a� a ;t�iBtt~toy ulaaTs�� � � �lq�, � �....____._..S 30 2L !.L L .,q i .4 11P U 9111 i r, 11 UO 41 gill C - t - &�i-114-15111n�)Wyoiw�lau Jsv 1 z Mal Tanis DA: AttachMtnt Reels- tR" Q Lxproused as a Mome' for d i n it n I e P Adhealve Sat nt -ter (ft-[bQ P 0,fi!e lie Applicatio�:n rofile MinIMUM A"ch;;1 ,$ po oh� Do P Resistance ­— — o — .:On Po ' pro = & " Plac*Mamf of Alm 0 of pq Medium add taverns 26 !� d pci �p Tabile hMent Ras F-X— Pre$SQd 1 a Moment M (tt-lbf) fe M The Tj! Pron[41 Attachment One Pfece'S'Tile Resistanc Mortar Set' 24.50 5. LAHEUN(,- All tiles shall beer the imprint of identifiable marking of the manufacrurcra rarno or logo o r fol*10A'i'n8 Stat=rAlt: Mianl"Da COUntY Product Control Approyod", 6• BUH-DING, PERMIT REQUMNIENTS Application f0 Wilding pe 51,411 be RCCOMP216C)d by Copie of 6.1,1 Thi.?*N-Otic4ofAcceptance. wing, 6.1,2 Amv oiltordoewnenu required by the Building Offimal orapplict3le �j�dij code Qrdtr to propelly evalu ate the i t s la ll al i an of this $),Swm. PROFILE JDRA%�%NGS OAVE PIECE' ROOFTME • en NOA NOL. 02-1115.03 XPI"rion Date; 1%f1df97 4PPIVTOI Date; MUM page 5 of 7 OTOO SGS Or4 31 1 : Dod Nd3NU6d31 l 0314 L"t? 160 ' C t „ay ('.. -v CL.W DETAU-S 1 40AMSIR X* Me BY ALTUI7 A` 2 -1tr OVERLAP (COVAR FIN Ila") SCREW M THE Ih SME WOLE REAREOT TO THE HUMP OP 714E TiLt! ECK CUP WIN aMw (t) oGktly A'3 TACIHIW TO Al:CK CUP P LACtIMAu WAAL — *S ::2� 0000•• • • ••••i• •• • • 0 • x •0••0• 0000•• • • 000090 CLIP • 0000•• • • • 0000 0000 • • 0000 0000 •0••• • • 0000•• ••• • 0000• ' 00 •• •• 0•t••• • •••••• • • s • • • •00• • • • • • ApptOPd1 f3aQe° I11d#3. > :I tl i1. r1 . ice •5 i ri. tt '`• x�i tit • ..} i.t.s Kt7 t 1 T •. � 'JSN .i.5 r i � .r ..+J t.VgV.nt•R» '� �.'rT}: i \ _.. -.. � V•1 .. •..S;t ..' '1Li't�' Y . .. .. - �> ...'i`A� i •ji ..)s/!• TTod � t3'ON ��I1 dUl�d FIt��NH3d3lIru3l1 u�:6�i � 0 0 � �3� °G0 "SPANISH v Mil NY ALTU" ;1fS" OVER EA? P3 {COY pf" K s} SCIYLW fm"tlLQ3 4UP ONTO OS4!(j "• � IC"W IN THt YNSM RAIL MOLV _ DECK K ELF gam 1 i � •••• • t7EGK --- —' • • • i' IV SCREW • • • • ••• • ••••• • •• • • •• •••••• ••••• • • • • •••• • • • •1•• END OF TMS ACCEPTANCE go 0 goo* :00*0: 0 00 0 t r �ip6ddi Ditez IZt16107 r ` r � u F ` 1 !► fit. Date:. ,. ��_ Yy � ? a ! r � 15. �ti �tik f t „c� t ��•• °,� o. � ,ny$Y '+d"ro k � w i x x • ..: ... , .... ... .. a ., ... ...-_. .... .. - rat "a �:: .. .«.. tc. .. .....t.5... : , - -__" .-... fir... _ i t i MM 1� DApE MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (B CO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLEIt STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 1 NOTICE OF ACCEPTANCE OA (305) 375 -2401 FAX (305) 375.2408 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 I SCOPE: This NOA is being issued under the applic ble rules and regulations governing the use of construction material 3. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Produc Review Committee to be used in Miami Dade County a d other areas where allowed by the Authority Having Jurisdiction (AI1J). This NOA shall not be valid after the expiration date sta ed below. The BCCO (In Miami Dade Co unty} and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for qu lity assurance purposes. If this product or mate 'al fails to p dorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO mserves the rig ht to revoke this acceptance, if it is determined by BC 0 that this product or material fails to meet tho requiremen s of the applicable building code. This product is approved as described herein, and has be designed to comply with the High VeLocityflurricar e Zone of the Florida Building Code. • ;0000. DESCRIPTION: Polypro® AR160 "" 0000.. • *sees* 0 • RENEWAL of this NOA shall be considered after a renewal application has been fi d there lass been ri ; • change in the applicable building code negat ively affecting the performance of this ;,"kel 0 0.0. 0 .... ; 00.00. 000 . 00 66 TERMINATION of this NOA will occur after the expiration date or if there has bft 2fevision or clMge irr e•; • materials, use, and/or manufacture of the pr duct or proci ss. Misuse of this NOA asap 00 sn aorsement of any 0 00 product, for sales, advertising or any other urposes shall automatically terminate this N0A. Fail % *; L2 comply' "' with any section of this NOA shall because for terminate n and removal of NOA. ' .. . 0000 . . ADVERTISEMENT: The NOA number receded byte words Miami -Dade County, Florida, and followed by .. the expiration date may be displayed in advertising literal ure. If any portion of the NOA is displayed, then it sli all 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 j b site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Accbo. _ NOA No. 06- 0201.0 a Expiration Date . /lo /11 Approval Date: 04/13/06 Page 1 of 7 i t ROOFING ASSEMBLY APPROVAL f Category; Roofing Sub Category: Roof tile adhesive Materials: Polyurethan SCOPE: This approves Polypro® AR160 as manuf actured by Pc lyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pre 3sure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high Profile roof tiles system using Polypro© 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED B APPLICA T: Pr oduct Dim erns Test Product Description Polypro® AH160 S ecitcatio s N/A TAS 101 Two component polyurethane foam Foampro® RTF1000 N/A adhesive Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • • 0000. 0000.. ..... • A ny Miami -Dade County Product Control Accepted Roo Tile Assembly having a cxrre14 NOA w , • •, list moment resistance values with the use o Polypro AR 160 roof the adhesive. • •.. 00 • • • • • 0000 0000 0000 PHYSICAL PROPERTIES: 00000 0 0000 Pro ert � • • . ••••• • T est Results ` : 0.000• 004 000 Density AST D 1622 .6 lbs. /ft. ; . •, • • • • Compressive Strength AST D 1621 8 PSI Parallel to rise • ` . * 0 * 0 ' • • `' 12 PSI Perpendicular to rise " • Tensile Strength AS D 1623 8 PSI Parallel to rise Water Absorption ASTTV D 2127 C.08 Lbs. /Ft` Moisture Vapor Transmission AST J E 96 3.1 Perm/ Inch Dimensional Stability ASTIV. D 2126 40.07% Volume Change c@ 40'F., 2 weeks 6.0% Volume Change @158 °F., 100% Closed Cell Content umidity, 2 weeks AS D 2856 $ % Note: The physical properties listed above are presen ed as typical average values as determined by accepted ASTM test methods and are subjee to normal manufacturing variation. NOA No.: 06- 0201.02 �. Expiration Date: 05/10/11 Approval Date: 04113/06 Page 2 of 7 I EVIDENCE SUBMITTED: iMA99 Test A Qr�v i -.L. Test identifier Test Name/Report Center for Applied Engineering Date #94 -060 TAS 101 041Q8194 2 7818 -1PA TAS 101 04/16/96 5- 7438 -3 SSTD 11 -93 10!25/95 5- 7438 -4 5- 7438 -7 SSTD 11 -93 11/02195 Miles Laboratories 25 -7492 SSTD 11 -93 12/12/95 Polymers Division - 589 -631 ASTM D 1623 02/01/94 Ramtech Laborato I nc. 637 -92 ASTM E108 04J30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 Trinity Engineering 01 -6 39 -062b[ 1 ] ASTM E 84 01/16/95 70 0.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 5 8454 -2 -1 TAS 101 10/23198 5 454 -9 -1 521454-10-1 52 0109-1 TAS 101 12/28/98 520109-2 • 5 0109 -3 •••••• • • • 9r 990 5 • 520 109-7 ..999• •••••• .. ... 5 0191 -1 ' " • 520109-2-1 TAS 101 s oosi % 03/02l9& 9 :a 9999 9000 00,100 •99999 •09 9 • 99 99 LIMITATIONS: 0 0 00 •• 004 990 :99999 • • 1. Fire classification is not part of this ac epance. Ref r to the Prepared Roof Ti • • ••+ • rating. t 1p ASSejnbly fdt'iilfe • • 00 0 oases* 99.9 0 2. Polypro® Ali high the 160 shall solely be used ith flat, low, & hi 7 • • • profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RE1,S 120_ 4. Roof Tile manufactures acquiring acceptance for the use of Polypro(l) AR160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acce tance for the use of HANDI -STICK roof the adhesive with their tile assemblies shall test in accordance with TA 101 with section 10.4 as modified herein. 1 , IF t W 2 MS NOA No.: 06- 0201.02 ` Expiration Date: 05/X0/21 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro@ AH160 may be used with any roof the issembly having a current NOA that lists uplift resistance values with the use of POI ro@ AH16 . 2. POlypro@ AH160 shall be applied jr. compliance With the Component Application section and the corresponding Placement Details no ed herein. T e roof tile assembly's adhesive attachment with the use of POlypro@ AR 160 shall provide sufficie tit attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Mi County Roofing Application Standa ds RAS 127. The adhesive attachme -Dade nt data is noted ami the roof tile assembly NOA 3. POlypro@ AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Poly oam Products, Inc. Polypro@ AH160 Operatin Instruction and Maintenance Booklet, g 4. Installation must be by a Factory Tra ned 'Qualified Applicator' approved and Iicensed by Polyfoam. Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of an ve. adhesi The mix ratio between the "A" comp component and the 'B" component shall be maintained betwee 1.15 {A): 1.0 (B). The dispense time shall be sett deliver 0.0175 to 0.15 pounds per tile as n I.0- determined at calibration. No other settings shall b a approved. 6. Polypro@ AH160 shall be applied with Foampro RIT1000 or ProPack(V 30 & 100 dispensing equipment only. 7. Polypro@ AII160 shall not be expose i permanently to sunlight. 8. Tiles must be adhered in freshly appli d adhesive. Tile must be set within 2 to 3 minute Polypro® AH160 has been dispensed s a#ar. • • 0. 9. Polypro® AH160 placement and min' Muni patty we fight shall be in accordant • • s • • • � thePl$L'd�mt ' Details' herein. Each generic the pro le requires th specific placement noted4iareiati 0000. 0006 6606 �. ... Table 1: Adhesive Pl cement For Each Generic Tile Pro fe" • • • 6 • • • • • Tile Profile 6 6.6.6 • • • 6. Plat �ment Single Paddy Two•Patttly Weight • • • • • D (tail Weight Min. a ad8 • P � P � y Min. • 660 Flat, Low, High Profiles rams) ( ms) � • • ... { 1 35 '..XIA • High Profile {2 Piece 666 Barrel) 1 17 side on cap and N/A • • Flat, Low, High Profiles 34! an Flat, Low, High Profiles 24 N/A — 8 LABELING: All Polypro@ AH160 containers shall co ply with the Standard Conditions listed herein. BUILDING. PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: os /.10/11 Approval Date: 04113106 Page 4 of 7 Abets VE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath TT } ail through plastic cement Underlaymont Paddy (Beneath Tile) ndadayment 10 e 101n. Eave Course tin o Fascia EeveCourae Fascia Eave cows only: E Iva course only, weephole Eave Closure Keep adh the approx, K p adhesive approx. Save closure 4In. up m wespholes 4 n, up from wespholes UP edge Nail through plastic cement Paddy (Beneath TEs) 1 for Undorlayment 1 Pact enough adhesive to achieve 17 to 23 Upfionai 209 $qua Inches In contact with the pan Ule steep POCh applications Nail through plastic cement 2) Turn oven upside down. Place adhesive 112 in, to' . From outside edge of Cover file. Then nsta0 the tile. D • • 101n. Under. r • • • • Ea eCourse o .si •!• " •� • y %jj� •• ••• • f • Eave Closure • • �'�!� Eave course only E : ' "' • Rem • • Keep top portion adhesive approx.4In. up 0 00 from wespholes Fascia • • of the save Shown •. course cover Ile.% • • • • • • • Abut to seco course of • • Pan files. Ens ire eave end of • U • • • pan and cove tiles are • • 0000 Rush at save rre. Polob mortar • • b 1 Xdi�l Eave closure Weephole Fascia Bo eea of tits (mortarsho ) 0 i i I i i " — ! NOA No.: 06- 0201.02 EX'piration Date: 05110111 Approval Date: 04/13/06 Page 5 of 7 i r f • i i r A.DHE I'YE PLACEPMENT DETAIL 2 SINGLE PATTY l Nail through plastic cement Paddy (Bens Tile) Natl through plasttc cemenF Underpyment Paddy (Beneath Tlle) Underpyment > i �t Y In. 7 in.in. Eave COUrse a <� s Fascia Fascia Weephoie Eave Closure Eave come have closure • • �•• 'Ap edge •• ••• Nall rough plastic can ent • • :1 f • 1 • Paddy (Beneath Tile) ' Underpayment • • / • • , 1 a •••1.1 •1•• •• •1• • • • • 7 in. f• • Eave Closure Eave C arse Fascia i " — NOA No.: 06- 0201.02 E:rpiration Date: 05 /1011 1 Approval Date: 04/13/06 Page 6 of 7 vw r r }} I R ADIDESIVE PLA CEMENT DETAIL 3 DoUBLI PATTY Nail through plastic cement Paddy N it through plastic cement ° (between ti)) Single paddy under ties U der(aymen! Pad single paddy between tile ° (under tile) ° 2 In. x 7 In. medium ° she paddy eave course only „r' Single paddy � 3 in. under the I x 3 in. R n. x 3 In. Single paddy on ° 21n. 4 in, under- Ingle 4 In. �` 2 in. layment eddy on nder- i. yment `- Single paddy Eave course Single paddy on top of the Fascia r r• on top of file 2 in. X t in. medium Eave Weephole size paddy save Course Eave closure F scia course on 0 g Drtp edge •••••• [W ugh plastc cem nt 0 Sing ••� i i•••i• I • nder the Single paddy • between the • • • • • • • • • • ••••• ••• • s• ••• Y' • •• •• •• ••• ••••• • • � in. x3In. 4in, • � • in a d • •�•�•• •• •i Single Y • • •••• • • onundari Mant 2 n� •• : •••• �• 0•0 •• • Single pai Idy Eave Closure on top C f the 2 in, x 7 in. medium Eave Course size paddy eave course only Fascia I i E OF THIS AC CEPTANCF } — NOA No.: 06- 0207,02 4 Expiration Date: 05/10/11 Approval: Date: 04!13!06 Page 7 of 7 i a � tl