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RF-07-2029 � W Miami Shores Village NO 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795- 2204 ` tam ��r Expiration: 0 31291 2008 Project Address Parcel Number Applicant 1181 NE 97 Street 1132050170020 MARK EDELSON Miami Shores Village, FL Block: Lot Owner Information Address Phone Cell MARK EDELSON 1181 NE 97 ST MIAMI SHORES FL 33138 -2557 Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 OBENOUR ROOFING SHEET METAL 1305-7 57-2612 �__.. ..::::::::____._.:_ .__,.:::::::: __:::::..:. _......---- .._........ . _.:_ . ......................._ .. ......_ .._.._....._................... -- Total Sq Feet: 2500 Type of Work: Re Roof Available Inspections: Additional Info: color thru Inspection Ty Classification: Residential Tin cap Up Lift Report Final Roof Tile In Progress Hot Mop Fees Due Amount Total Amt Paid Amt Due CCF $12.00 Education Surcharge $4.00 $ 0.00 $ 0.00 $ E-00 Permit Fee - New Roof $300,00 Scanning Fee $6.00 Payment Type: Technology Fee $7.50 I - Ca 1�ux') Total: $329.50 OCT 0 2 PAID 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 October 01, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, October 1, 2007 1 Inspection Worksheet Miami Shores Village rJ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 11116/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: EDELSON, MARK Work Classification: Roof - New Job Address: 1181 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP 16 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-62950. NEED NOA FOR TURBINE EXPIRED JR 11/09/07 MLD Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, November 15, 2007 Page 1 of 2 M a U.S. SOU TH Protect �o ®9 8 9 4 :L 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: - 0� - 5C Permit # Job Address: ® 1 5 t, ` S 1 11 Roofing Con actor: Type of Tile: L IA ! ° Date Installed • ' °''5 - Approximate Roof Height: --I V feet Roof Pitch. Type of Access to Roof: Scaff °`� Ladder Other Approximate Square Footage of Roof "2-r' _ft Required Testing Force: 351bs. Testing Equipment: ChatillionlOO Date Tested: 4 `'' ------------------------------------------------------------------------------------------------------------ TEST RESULTS P = PASS, F = FAIL Test Locoon Uplift Pup TesKP or F) Teat oca6on Uplft Pup T*P or F) Test LoWon Upnft Pun TeOP or F) Teat Locdm Uplft Pup TOW or F) 1 26 r2AL 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 g 32 57 82 8 33 58 83 9 34 `69 84 10 35 60 85 11 38 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 66 93 19 44 69 94 20 45 70 85 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25. 50 75 100 -------------------- --------------------- ------'-------------------------------------------------------------- IN ACCORDANCE WITH TH CRITERIA OF PROTOCOL TAS 108 THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE THIS =REPOR I TTED BY P.E. fir Lab Certlfication # 98- 0608.04 State of FL Certificate Authorization # 4100 �s s Job t Sheet Number I-of Contractor (2 Checked By Sketch of Roof scale 9,. f i 2 Notes: L c v � 4 t � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)796-2204 Fax: (305)756-8972 ---- - ------- ... : n g Inspection Date: 11/09/2007 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: EDELSON,MARIK Work Classification: Roof - New Job Address: 1181 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305-757-2612 Buildina Deoartment Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP #04 Inspector Comments Passed MLD Failed xry I IF/0 - 71D 7 Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, November 8, 2007 Page 2 of 2 . ....... .... MiAM DE NO V 4 097 • • •DARE C(�° •• •• • • • ,1 f3R1DA .....�..� BUILDING CODE COMPLIANCE OFFICE (B „CO . • : • DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION • •. . •. • • • GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE OA • • • . . • ( ) s 1 FAX(305)375-2908 Lomanco, Inc. 2201 , West main Street • � « • Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County product Control Division and accepted by the Board of Rules and Appeal and other areas where allowed by the Authority Havjurisdiction c (AH'.ed in Miami Dade County This NOA shall not be valid after the expiration date stated below. - The Miami -Dade County uct Prod Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may itedzately 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 -D County Product Control Division that this product or material fails to meet the require Miami of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. D ESCRIPTION: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 090, city, state and following statement: "Miami Dade County herein. Product Control Approved", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pr�uct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coun Flori followed by the expiration date may be displayed in advertising literature. If an ty' da, and displayed, then it shall be done in its entirety. Y portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by e manufacturer or its distributors and shall be av ila = ' at the job site at the request of the Building Official. 1�r nsists of pages 1 through 6. The su Jorge L. Acebo. APPROVED ey DATE -� ZONIN NOA No : 07- o618.0 BLDG Expiration Date: 08116111 �i 2AA1 Approval Date: 08/09/07 SUBJEC OMPUANC TH ALL FEDERAL Page l of 6 STATE AND COUNTY RULES AND REGULATIONS . • ... . • . ••• • %: . . •...... •.•. ROOFING SYSTEM APPROVAL .: .: .: . • • • •: . . . . . . . . . • Ca o : Roofing • • • 90 • • • • Sub-Catenorv: Ventilation Material: Aluminum • • • • • • • 0 • • 0 • • • ••• • • • • •• • TRADE NAMES OF PRODUCTS MA,NU�AC;I'mb Olt 14p%ED BY APPLICANT: Test Product Pr oduct Dimensions Specification Description BI13-12 WhirlyBird® 12+' wide at base 17- TAS 100(A) Turbine ventilation system for shingle 118" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BI13-12TR 12" wide at base 20 - TAS 100(A) Turbine ventilation system for tile Whirlybird® high intallation. 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 installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12TR 12" wide at base 20-W TAS 100(A) Turbine ventilation system for tile Whirlybird® high inttalation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine Cap 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Sowification Description Manufacturer Asphalt Roof ASTM D 4586 Asbestos -free, asphalt based roof generic Cement cement. Asphalt Primer ASTM D 41 Asphalt Primer generic Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic #12 x 1 shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw generic #10x NOA No.: 07- 0618.01 Expiration Date: 08/16111 Approval Date: 08109/07 + u Page 2 of 6 • ... ••• • • ••• • • • • ••• EVIDENCE SUBMITTED: .: .: .: .'. Test Agency Test Identif i � n Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering .•• : : .•. :•. :•• ••. Center for Applied MTS - 257493B ; 'ZAP JftA) •; 12/95 Engineering • • • • ' ' ' "' • • PRI Construction LOM -012 -02 -02 TAS 100(A) 05/21/07 Materials Technologies APPROVED .APPLICATIONS Trade name: BIB -12 WhirlyBird@, BEB -12 WhirlyBird® System Type A: Mechanical attachment of turbine vent over composition shingles. Cntont: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align 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 base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement. In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, 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 drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of V2'. Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles i/2" to 1" from outer edge with equally spaced ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre - drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. H necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07- 0618.01 d Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 3 of 6 .. •. . 000 • • •. •• • ••• • • • • • ••• • • • . .•• APPROVED APPLICATIONS .; .; •; ••• •. . . . . • • • • . • Trade name: BIB -12TR Whn;ybir , BBB -42TR W4 iyb;d® System Type A: Mechanical attachment:of.turbina vent. tilQ Or slate roofing. • ••• • • • • •• . Cutout: At chosen location j1e4LPn&pbo;s mwtw5 for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 30 lb. felt and 90 lb. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes 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 ASTM 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 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. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement~ Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird® turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07- 0618.01 f.7 K Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 4 of 6 • • • • • • • • • • • • ♦ ••• •• •• • • LEwTATIONS: : •• • : : �; ' ::.' • • ♦• ♦•• ••• i • • 1. Refer to applicable building codes for required ventilation. so 0*0 00 2 . BIB -12, s only- Whirlybird® s hingles roofs only- tuAb n§ Rpo� *rW1LtcjI shat). be installed over composition s 09 0 • • • • • • • 3. BIB -12, BEB -12, BIB -12TR, DEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. 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, BEB -12TR turbine head shall be removed and replaced with the approved storm cap listed herein. DETAIL DRAWINGS Nail Every 4" 6" O.C. ° Approximately 3/4" From Edge R0.187 e R0.187 I 5.7> R12. 0 R11.000 i 0.125 THRU (3 EQUAL SPACES) 5.774 1zroa° ° 1 0 s ° 801 r e 2.679 2679 20.000 1.080 BASE A NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 5 of 6 DETAIL DRAWINGS (CONT'D) 1 BIB -12, BIB -12TR + + + + 11 t 0 p 00 DO 09 00 1 BEB -12, BEB -12TR . . . ... .....• E" }FTHIS AGCPPTANCE •. .. .. NOA No.: 07- 0618.01 Expiration Date: 08/16/11 • • • • • • • • Approval Date: 08/09/07 i i.�.i 0 i 0 i.••i Page6of6 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 8111 To MARK EDELSON Invoice Number: RF -11 -07 -30254 1181 NE 97 ST Invoice Date: November 05, 2007 MIAMI SHORES, FL 33138 -2557 Permit Number: RF -9 -07 -2029 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 11/05/2007 Revision Fee Calculated $38.00 11/0512007 Scanning Fee Calculated $6.00 Total Fees Due: $44.00 NOY c r7 MIAMI SHORES VILLAGE Monday, November 5, 2007 Miami Shores Village RF Building Department N ®v 0 Z00 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 6 Tel: (305) 795.2204 Fax: (305) 75.6.$972 9LmJ BUILDING 11. Z off.. Permit No PERMIT APPLICATION Master Permit No 07 FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical goring Owner's Name (Fee Simple Titleholder) ra A/ Phone # Owner's Address Cit �40 -IeS State zip - 33/4 Tenant/Lessee Name — Phone # Job Address (where the work is being done) j$/ A)0 9 Ti city Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Orb /-75V Is Building Historically Designated YES NO ✓ Contractor's Company Name CO eAJ0 G1 �49s,r llll hone # Contractor's Address _ '7.46 1 Ay,' Cit /IA 141404e - 3 State AZ Zip 53/3 G+ Qualifier Name Phone # State Certificate or Registration No. Cr-C- p 1 Llr3p Certificate of Competency No. CMG op Architect/Engineer's Name (if applicable) W° � Phone # Value of Work For this Permit $ 2_0 6 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: NS ,� M Submittal Fee $ Pe t ee ./' CCF $ CO /CC Notary $ Training/Education Fee $ TechiYology Fee $ Scanning $ Radon '� zoning $ Bond $ Code En Q ement $ Double Fee $ Structural Review. $ �°JNOY 0 Total Fee Now Due $ C a ✓ 1 See Reverse side MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 1i4 'i 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 CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. L°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. I! 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 Signature p, Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �- day of 20 , by day of _ ^ , 20( , by O T &—r 19 who is personally known to me or who has produced who is personally kps2r,06 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: s OrAQ - M Commission E M' Commission E yco�5 - i;D'0�808 Y p i'a 0, 2009 y ' APPLICATION APPROVED BY: ;d Plans Examiner Engineer Zoning (Revised 02/08/06) INSPECTION POST ON ��►,�ti;,�5 �,� Miami Shores Village _ C7 10050 N. E. 2nd Avenue Permit No. °1 D 9!p NO I" ,- n..w,....w, ' Miami Shores, FL 33138 -0000 x `� Phone: (305)795 -2204 Fax: (305)756-8972 ta.�ue D ate: �0��� fi .lu INSPECTION REQUESTS: (305)795-2204 Expires: 03/291200 REtiUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. 00f Parcel #1132050170020 w_ . _ _.wa. ®v�ner's �lasrie: M AI;K ED ELSON ...... __.._._...._:..__ ............ . Job Address: 1181 97 Street NE a Owner's Phone: Miami Shores lliilage, I`L Total Square Feet 2500 Total Job Valuation: $ 20,0OO.OG Phone :mss Prim a Ce entra�tor WORK IS ALLOWED MONDAY THROUGH SATURDAY, OBENOUR ROOFING SHEET META 305- 757.2612 .f 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. Inspection Sc6duling Code Final Roof g '} H'�ot Mop Tile In Progress r V Tin Cap _ - [� TI N CAP SPACEIPNG Up Lilt Report ANORB AT TIME - OF s' Nov INSPECTION NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYEd3 AND HAS BEEN APPROVED. PLANS ARE I{EADLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST ICE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR 140TICE OF COMMENCEMENT. . . . . . . . Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (305)766-8972 -00m= Inspection Date: 11/09/2007 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: EDELSON, MARK Work Classification: Roof - New Job Address: 1181 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 306-757-2612 Building Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP Inspector Comments Passed El MLD /l�U 18� Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, November 8, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 .. tm Inspection Date: 10/17/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: EDELSON, MARK Work Classification: Roof - New Job Address: 1181 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 306-767-2612 uilding Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP Inspector Comments Passed V mid 7 1 Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, October 16, 2007 Page 2 of 2 A. Inspection Worksheet o Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796 -2204 Fax: (305)756-8972 Inspection Date: 10/19/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: EDELSON, MARK Work Classification: Roof - New Job Address: 1181 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP 7 Inspector Comments Passed # Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, October 18, 2007 Page 2 of 2 f - 1Y n M • - - • • � F r e * 40 s o e t o : • + 4F MP qw dp 40 dp ilk, AW ek P � .` �� .mot. a •- - �� - ;p Y�� –� y' - { - ..y�`a*�^�.... _ —.. - { � tiC . � ~ � `�\ ', • F r y � F t r s _ E y L r� f A 4 p AW d 3 E Al W r i J x x3 - w i �> Alit do Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To ^ MARK EDELSON Invoice Number: RF -10 -07 -30040 1181 NE 97 ST Invoice Date: October 12, 2007 MIAMI SHORES, FL 33138 -2557 Permit Number: RF -9 -07 -2029 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type= Roof I ' ork: Classification: Roof, Date Fee Name Fee Type Fee Amount 10/12/2007 Revision Fee Calculated $35.00 10/12/2007 Scanning Fee Calculated $3.00 Total Fees Due: $38.00 1 JA n � V 7 R I MIAMI SHORES VILLAGE Friday, October 12, 2007 F-SP ;�� M amt Shores Village OCT 1 2 X007. y Building Department V. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: - V-- - -° °-- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit.No. PERMIT APPLICATION a Master Permit No FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) <0 .IJ Phone # - 90K , ITY Owner' Address f STA Q °° City Zip r Tenant/Lessee Name Phone # ea- �%' — 3 is Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 31 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name p� Phone # r - — (t -_ Contractor's Address City t State Qualifier Name __.ICj C2 6 fA4 4961 i lL Phone # -7 j - , 7 X State Certificate or Registration Certificate of Competency No. 4n966 Architect/Engineer's N ) Phone # Value of Work For e/® uare 1 LinearFootage O 1 0 Sq f Work: Type of Work on []Alterati []New b4, R /Reps ce ❑ Demolition Describe o 2 wL u ,t C1' .. ArBtirAt3e4 eaYaYYdeak& tYfle# aYtlnt9ain t# aF& tY OYt1nY & &zk�t&tY9rF� 4l 74aY9 .9aa(rk4t' &aYeYlYoYdnleSnlnhtk tYaY 9etii& 4ro1r4t *',detY4ttYtktdtirtk4eaYvY&. Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education F . Technology Fee $ Scanning $ Radon $ B Zoning $ Bond $ Code Enfo meat )ouble Fee $ Structural Review. $ ' Total Fee Now Due $ MIAMI I SN RES VILLAGE See Reverse side a 1VI IVI D -e 0167 v x Bonding Company's Name (if applicable) Bonding Company's Address City State Zip r Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do a work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate ,permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR ` PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As iz condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days after the building permit is issued & the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Si Owner or .Agent Contractor The fare oin instrument was acknowledged before me this The Ainmmen t was acknowledged before me this C 2 day of 20 EL by day of 20 tL by J Pr� , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath '` as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: N Y PUEUC-SLATrL or noitmA Sign: Si CO II53I0 DID 032 ®� tL k iZE"i_4MA Pent. _Porn- 4r rP nn nnn Print S"t'L DIL n M ADT 13 hrOAGi , :1,L�a%3 '��. + tFd6'e e Q § SI�' 0 4 DTJ40390s' My Commission Expires: My Commission E ade�i EXPIRES: A.PRII 02, 2009 At *C APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108M) UBENOUR ROOFING PAGE, 0 3 y ' fiecTIO&i .6`4 HIQH VELOCITY HURRICANE ZONES Raoul RS td'A!NERS NOTIFICATION FOR R00FINCA CiOAiblt�.bii. T1 ?�i>� f Aa it partaaina to this & *rAon, It Is the re apgH1$Itaillty i the roofing aantreato4 to provide the owner with the required roofing permit, and to expl'aIn to they owner the tern of this scoton...T a provlsiorlsa of Chapter 1S Qf the F'Io de Building Code, Budding {y govern the minimum r q�.�irctrartsa and s,and#re;e of the Industry for rQOtlrtg System Installations. Additionally, the following items shoo - b6:'dJrease;# 4s pQrt4f the agraament between they owner and the contractor. The owner's initial In the 44acen box Indicates that the 110171 hey been explained. . Aas #h Waricrosrutttlp :.The work;nanship p vision* of Chapter 15 "gh Voloolty Hurricane Zone) aaro for the purpose of providing that the roofing *yo m meets the wind nAilstaance and water Intrusion Pe dormance eatandards. Aesthasce (appearance) Issues re not a considaratico wiVi respect to workmanship frrrovislona. Aasthestic Issues auch as color of orchitectural ppearance, that are not part of a zoning OPda, should. b6 tacidresaed as part of the•itgr between the owner nd th+ contractor. 2. Ranailing Wood becks. When replacing roofin , the existih o wood ct rod` deck may have to be renailrect cord in oWO with the Current provisions of Chapter 16 ( Iph Velocity Hurricane'Zonas) of the Florida 8uliding Code. (The roof deck is usually concealed prior to removdn the existing roof gystSM). a Common Roofs. Comrnon roofs are those Ich have no vielblst+ dollneation betwe!lIn nelghbortng units (Im. tvwnhau6os, cW)dOminlums, +etc.). In buildings. th common roof$, the Moffnq aonaag* andlor owner . should notify the occupants of agacent units of roofing to be- Performed, 4. Exposed Ceilings: Exposed, open beam cell $ ere where the undo*kib of the N f deo ldri Can 'r e� yr from •below. The owner • may wish to main4o n a architectural a ce, � p be penetrations Of the underside of the dool ria may not aomptable. The F "111 a SuAdlt1 0ado it o nail de option of rnails:3talrring this. aPpea[ance. 9 provisiest the ! . P ridling Water. The current roof system am Vor deck of ON buliddn$ rna►y' not drain well and may ceuse wartor to pond (ac c`umuf In law -dying areas of the MO. P-OtadIng 08111, be an indication of s tuaWral distress and may require th 4e ;4@w .of ,a pr0fesaGtonai &OWUral *ngirtear. Pon nce of the new roofing sy stem. Y sehoil th °Sbs$ Jl expectancy and pertbrir W roo ing system tea refm�rved. Pondinv conditions sho be ondi accndltitar� may n b aviaetrlt until the AriQlnael ' 6. Overflow -Sc utppe nt (watt outlets): It is trod that i9riwater tigw off Asa .ftt efts VoMaf is not vvariQudead fmm a build up of water. Perimetedodge wad or other roof extensions may block #0 $ 01*charg overflow scuppers (wall Ou tetst) area not provided. It May 1 y to install oterllow stscupper8 In Swordancue with Me Florlde building Code, Piusnbing. Y- 'V+srtitila�tian: Moist spud Skuoturas should haive a ability to vent naatu4W selrfbw through the Intsertor of truotural sesssenlbty (the butkling tt's+elt). The e w Mnt Of attic ventlation *hall not to reduced, it may be benefl'aiasl tb oonslder add1Uwaai venting which can rasuit ir extending the We of the roof. n onto 61 n4UAr4F turn ' era -�i� ro�Addresas � P'ermlt Number ,+�rv: vr�4i�'006. Ccxrjp�esv' �ietr(ce t • s i�raNG'[A(i' taa►pertniant ' 4 � (9 9 ii ?' OCT I � 2007 ROOF ASSEMBLIES AND ROOFTOP ST URES -- --- - -- - -- - - - - -- SECTION 1 525 • V _ OC Y HURRICANE ZONES UNIFORM PERMIT APPLICAffWN ••••" Florida Building Code Edition 2004 ����'� • -0 P i - INSTRUCTION PAGE Velocity Hurricane Zone uniform Permit Application Form. ' �.. • ; •' • • • •. • • • �• •���'� .. ...... . . COMPLETE THE NECESSARY SECTIONS OF •..��• : " ": THE UNIFORM ROOFING PERMIT •�� APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Root 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 Di r o ' g Page 2. Fr a^ I: v c o � m z -O M m Description D z Q ystem Limitations 1 Limitations 0 o M ° o plicable Detail Drawings o o z K ai Cn 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS c z 128 s M o Cn 4. Other Component of Product Approval > cn Cn 5. Municipal Permit Application D w 6. Owners Notification for Roofing Considerations (Reroofing Only) d 7. Any Required Roof TestingtCalculation Documentation a z CA FLORIDA BUILDING CODE — BUILDING 15.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 Florida Building Code Edition 2004 •••• •� High - Velocity Hurricane Zone Uniform Permit Application Form. • • "" "" "' • ...... Section A ,General Information) .... . ..... f� ...... :s Master Permit No. . • . . ... • • - .-� ±� � `�, � ,g °� Process No. so so i .• ••• Contractor's Name • • • • • • • • • 3 • • • Job Address J ' •• • • • ROOF CATEGORY • • /ow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive SUR -RAS 150 ROOF TYPE ❑ New Roof V Reroofing ❑ Recovering ❑ Repair D Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total S 0°� o >/ / T $action B M9 0f Plan) Sketch Roof Include dimensions Il sections l levels and sections, roof and levels, clearly identify dimensions of�elev t pres sure zon s to attains. parapets. on of r :z- 15.32 FLORIDA BUILDING CODE -- BUILDING ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 0000.. High - Velocity Hurricane Zone Uniform Permit Application Form. • • • • • SeCt10n C (Low Slope Application) Surfacing• i 0 i o Fill in specific roof assembly components 0 9 0 0 0 0 and identify manufacturer Fastener Spacing for Anchor /Ba88 Attachment:: * 0 (if a component is not used, identify as "NA ") 9 • 0 0 00 0 0 • • Field: _„ oc @ Lap, # Rowe 9. 0Cs� --1 o® • •: • so • • 9 9 0 System Manufacturer: 4 x A Perimeter: G " oc 0 Lap, #0 0 a " oc • Product Approval No.: -0 / c $"� • • r • • • 0 • 4 Corner: " oc C� Lap, # R;s L' • '°bc ; • 0 . Design Wind Pressures, From RAS 128 or Calculations: " ' 000 9 0 0 t Number of Fasteners Per Insulation Board: 00 Pmaxl: Pmax2: e` t�,s Pmax3: - Field Perimeter Corner Max. Design Pressure, from the specific Product Approval system: -52, a' Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type: `' Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauged hlckness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: _ lot i Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s):�_ -�T'�� Anchor /Base Sheet Fastener/Bo ding Material: Insulation Base Layer: Base Insulation Size and Thickness: I FT.._ Base Insulation Fastener nding Material: ffff Para et tJ l p 1 Height i Top Insulation Layer: A 9441 Top Insulation Size and Thickness: Top *Insulation Fastener/ nding Material: Mean Roof Base Sheet(s) & No. of Ply(s): �- Height Base f heat Fasten. r/B ding a rial° ��� j/%tas� j�� a� 41 tc+ j Ply Sheet(s) & No. of Ply(s): r Ply Sheet Fastener Bo din Mat Top Ply: 7j 7ZZ Top Ply F astene r /B I Ma erial FLORIDA BUILDING CODE — BUILDING 15.33 M IM I ®DADE MIAMI -DARE COUNTY. FLO$IDA METRO -DAPP, FUkOLER UMNO • • •'• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGL &6%&zr, s.xw *y w • PRODUCT CONTROL DIVISION MIAN* f,1jORIDA 331 ft$63 • • • • • • (305) 375 -290X* • FAX (305) 375-2908 ;..,.; NOTICE OF ACCEPTANCE (NOA) "" ' GAF Material Corporation ...... .. ..... 1361 Alps Road • Wayne, NJ 07470 SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the use of con'stiucAon mate. • The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (,AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Humcane Zone of the Florida Building Code. DESCRUMON: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la 1 with the manufacturer's name or logo, city, state and. following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10123/03 Page 1 of 21 ROOFING SYSTEM APPROVAL • ...... 0 ate o Roofing •• . • . ...... •0000• 0 • ... .... Sub - to or . v: BUR • .000% Deck Wood :.00:. .0 #0 • 90.66 AUXimum Design Pressure -75 psf 9 9 9 9. Fire Classification: ' • See General Limitation #1 • •' • •' ' • • • • • • • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY AP&I 0 0 T: • , , , , • , • • • 0 TABLE l • • . • • 0 0.0 0 Goo Test Product '. Product Dimensions Stpecification Description GAF Asphalt Concrete 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote Primer (MatrixTM 307 adhesion of asphalt in built -up roofing. Primer) GAF Mineral Shield@ 60 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or einulsion. OAF Mineral Shield@ Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. Emulsion (MatdxTM Fibered 305 Emulsion) GAF Premium Fibered 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Aluminum Roof Coating. (MatrixTM System P Aluminum Roof Coating Fibered 301) GAF Jetblack All 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Weather Plastic Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to (MatdxTM Standard wet and dry surfaces. Wet/Dry Roof Cement 204) RUBEROIDO Modified' 5 gallons � ASTM D 4586 Filer reinforced, polymer modified Flashing Bitumen Flashing cement Cunt Jetblack Premium 5 gallons ASTM D 4586 Asphalt flashing Cement Flashing Cement GAFGLAS® #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. GAFGLAS #80 Ultima 39.37' (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass Base Sheet wide base sheet GAFGLAS Flex P1yTM 6 39.3T'(1 meter), ASTM D 2178 Type VI asphalt impregnated glass felt with wide asphalt coating. Aft C> NOA No: 03. 0501,05 Explmdon Date: 11/04!08 Approval Date: 10/23103 Page 2 of 21 Deck Type 1: Wood, Non - insulated • Deck Description: 19/32" or greater plywood or wood plank decks .... ...... System Type E (1): Base sheet mechanically fastened. • • • • • .... . ..... All General and System Limitations shall apply. • • • • • • • • • • • • • .. .... . . .. ...... Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENTO ElimirlmonPorforated • Nailable, RUBEROID Modified Base Sheet, RUBEROB)@ 20, RUBEROID. • • • • • • • • • • • SBS Heat We1dTM Smooth or RUBEROID SBS Heat Weld 25 h'aseAset ' • • • •• • ...• mechanically fastened to deck as described .. . ' bed below; • • Fastening Options: GAFGLASO Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows '12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLASO Ply 40, GAFGLAS Flex PlyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFITTE) #12 or #14 Screws and 3" Plates, l2" o.c. in 3 rows. One row is in the 2" side lap. The Other rows are equally spaced. approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure 45 psf, See General Limbatwit #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular n pg shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFITI'E) #12 or #14 Screws and 3" Plates, 1 "2" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTPTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. {Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLASO PLY 40, GAFGLAS® PLY 60 ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbsJsq. Cap Sheet: (Optional) One ply of GAFGLASO' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.85 Y Expiration Date:1LV4M8 Approval Date:10/23 /03 Page 18 of 31 Surfacing; dng (Required if no cap sheet is used) Install one of the following 0 • • • • • L GAF Special Roofing Bitumen with an application rate of 20 , NJSq witt'di! '. application rate of 1.5 gal. /sq.; or GAF WEATHER COAT®WAsion .... "' • " (Matrix 305 Fibered Emulsion) with an application rate of 3 sq.; or GAP :go**: Premium Fibered Aluminum Roof Coating (Matrix System f • cumin+ • • ..... • Roof Coating Fibered 301) with an application rate of 1.5 g#„/.pg. • .. ..:..' 2. Asphalt flood coat at an application rate of 60 lbsJsq. :t 20%/ $1us'gravef of .. . • • • • • slag with an application rate of 400 lbsJsq. & 300 lbsJsq., roe p _ W* ely. •, I Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus • • • • . • • • • • • (Matrix 715 MB Coating), GAF WeatherCote or WeatherCgte IyOW-VOC *'* :....: applied at rate of 1 -1.5 gal/sq. • • • • • • ' Maximum Design • • Pressure: See Fastening Above NOA No: 03- 0501.05 Y Expiration Date:11/04tO8 Approval Date:101231O3 Page 19 of 21 WOOD DECK SYSTEM Lm TATIONS: • • •' • • • • • 4444•• 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fant".ned base di" ". ' 9 • anchorsheet. 460.9• Soso •0000• 2. Minimum 1 /a" Dens Deck or Vz Type X gypsum board is acceptable to be installed �y over the • ****@ wood deck. :0.0:0 0944 . 0004• 9 9 ��� 999944 •• . •04.4 GENERAL L imr A ms: 0 0' 9 0 0 9 0 0 0 • I. Fne classification is not part of this acceptance, refer to a current Approved loo JQ Materiz 9 9090:0 Directory for fire ratings of this product. 0 0 0 0000 * 2. Insulation may be installed in multiple layers. The first layer shall be attached in ccbp14dce whb 9 9 o • .' • Product Control Approval guidelines. All other layers shall be adhered in a full mopping of 0 • approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq., or mechanically attached using the fastening pattern of the top layer I All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. R the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load. requirements, 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 ' Expiration Date: 11/04/08 Approval Date:10/23/M3 Page 21 of 21 TGFU.R1306 - Roofing Systems Page 1 of 55 Underwriters Laboratories Ie�... TGFU.R1306 ' Roofing Systems "' ••••• Page Bottom Qu estions ? . th ...... g .. uestions . �... Weems • •.... ••,• ,,,�,s Roofing Systems •• as Guide Information GAF MATERIALS CORP R1306 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens-Deck(k) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)"'may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation fnay be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http : / /d /egi- bin/XYV /template /LISEXT /1 FR AME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFG1AS6Ply 6" ) in the Class A, B or C roof systems indicated below. : " "' • • • • • • .. 0000 • The roof deck may first be covered with a Type G2 asphalt glass mat base sheet `4Y& `Strataven • ; • • •, Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Vent`i Sheet. (Nailable)" . Perforated to be mopped and nailable to be mechanically attached gftitle'side $b'vsm.' • • • • • 60.69• 90 • 90900 As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet",•'��'AFGLAS'#'80 9069 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may bq sWjitutedjp�,G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nliled base ply4lu he 6 0 0 966606 f ollowing systems. . • 0.6 6 • • • 6i Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be -hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PER.MALITEW' or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the foliowing NC Classifications. Class A, B and C http: // database. ul. com /cgi- bin/XYV /template/I.ISEXT /I FRAME /showpage.html ?name =TG... 10/22/04 TGFU.Rl306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "RuberoidgMgr" SBSeproducts iii* any applicable Classification. • • • • • • • • • 600.06 6666.. Class A •••••• :,•••: 6666 6 6666 6 .66066 666.0 1. Deck: C -15/32 Incline: 3 " "' 06 66 6 .. 6066 :6 6666.. • •• Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isecyanyrdlV,, " "" urethane, perlite / isocyanurate composite, perlite /urethane composite, wooctfilv%isocya3i'urate :0000: composite, phenolic, any thickness. '• • 0 ' Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". http: / /database.ul.com /egi- bin /XYV/ template /l..ISEXT /l FRAME /showpage.html ?name =TG... 10/22/04 w y Miami Shores Village 1 06 1 01 Building Dep artment �- 1 0050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (3 7 Fa (3 05) 756.8972 C� p° y BUILDING SEP 2 � 007 Permit No. PERMIT APPLICATION aster Permit No. FBC 2004 BY Permit Type (circle): Building Electrical Plumbing Mechanical Roofing ' Owner's Name (Fee Simple Titleholder) /'°b Phone ,# owner's Addres 1 I City R J1 A i S State _ _ Zip Tenmvlxssee Name Phone # Job Address (where the work is being done) �/ 7 S .City iami Shores Villagg County Miami -Dade Zip - 3/ `W FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company ame !� Phone # Contractor's Address ' d �6 City �D I rat e 1 'C State Qualifier Name tv C 6 � ,, Phone # fJc y 7r7 w I State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 ` Square / Linear Footage Of Work: ,57 6 Type of Work: []Addition (]Alteration DNew ir/Re lace El Demolition Describe Work: � G d j at d"C1 Pay 1 / 40 c) `-1c Pty- C6L_1 Submittal Fee $ Permit Fee $ CCF $ !.�` CO /CC Notary $ Training/Education Fee $ Technology Fee $ �•5� Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ - Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) r Bonding Company's Addmss City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 laws regulating'construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a; condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days afier 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 Signahue Owner or Agent Contractor The foregoing instrument was acknowledged before me this 7s The foregoing instrument was acknowledged before me this day of 20U by �P-,� �L�� �a 6 day of 20OZ by J, �& GS b &�C�e who is personally known to me or who has produced - who is pers�on_a11v t�•_ awn +�me o r who has produced As identifi ' n and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: N OTARY PUBLICz Sign Si e tom' Print 9 T4�L� 1 A e A- _ 1 1 7 CO A r My Commission Y r_rr5; „s Don ed ,� �Tt. 07. 2 009 � , is Thgu'Atl^ tic B 00 co, Inc. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Rev wd o2 006) CFN 2007RO961602 OR 9K 25961 Ps 4345; (IPS) RECORDED 10/01/2007 14:36:30 HARVEY RUVINY CLERK OF COURT? MIAMI-DADE COUNTYr FLORIDA LAST PAGE NOTICE OF COMMENCEMENT = COPY MUST BE POSI'm oN Tax jo)3 srrE AT Tum of Fuw iNsmcnoN PER 11T NO. TAX FOLIO NO. 3das onCO2_0 STATE OF FLORIDA COUNTY OFDADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with . Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: 7 2. Description of improvemi 16 ;Qe�koa_-( e. -er . - /Vo Lou)- t 0^ 3. Owner (s) name and address: � d e- is o 11-h. Sr "1,4 tit t Sh.oee_ 5 jq 3 31 . Interest in property: Name and address of fee simple titleholder 4. Contractor and address: _6 0 C-%-) 0 4, SJ 4'. A41-e 4i'61 /-Y A 35(X 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: $-In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is I year from the date of recording unless a different due is specified) �o7 SigZat4 4 Owner Print Owner's Name So * 1 — Prepared b �j �� n �� �y✓ Sworn to and subscribed before me ads' Of day 9% 1 -_ 20 Notary Public/,& .. Address: 'fc? 6 Print Notary's Namee ", C_1i___ C_ j Le f q 16j my commission Expires: Igug I P1 tuyffl" ORMA i.A V I 11 Y r CATHERINE A, DUFFIN Flam 104 1WCONnn 04 2 0 16 WE j EXPOZES' ;)L'A 39 Bonded Tb-ru..ktjantjc Bondlric Iric- STATE OF FLORIDA, COUNTY OF DADE co I HEREBY CERTIFY that this is a true Foy of the C&IRIK C% orr ®rnal filed in this Office On 15+__ day of AD 20 U 410 WITNESS my hand and Official Seat. Wow HAR U LERK, f Circuit a County courts By D.C. 9 . . . . . . . . . . ROOF ASSEMBLIES D O STRUCTURES 2 f 10� • • • • • • • • SEP2 .. . . f1crida Building Code Edition 20p$ • • • • • • • • • 0 Hr h I e. y Hurricane Zone Uniform Permit Application Form. • • • e tion AA tGeneraI Inform tion •• '• ••• " . •.. . . . • .• . Master Permit No. • • • • • • • • • _ Pr Q ss No, •. • • • • • ... .. Contractor's Name r 0 Job Address ! ! A � ROOF GAT UM ❑ Low Slope ❑ Mechanically Fastened Tile ortar /Adhesive Set TUe ❑ Shin les ©Metal Pane UShingles 9 ) 0 71 WOOd Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof roofing ❑ Recovering ❑ Repair 17 Maintenance ROOF SYSTEM INFORMATION ° Low Slope Roof Area (SF) Steep Sloped Roof Area ( SF )�. Total (SF) Sect�( oof Plan) Sketch Roof Plan: Il Include dimension Of ections and levels, clearly identit scupp oelevated pressure zone parapets. scu ppers and Overflow drains. s and location of i - 7 - &Z LU z W tr L m o 0 CJ IL ® ® U Z m a < 0 m u ci 1 5.32 FLORIDA BUILDING CODE — BUILDING • • • : • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES : 0 0 0 : • • • • • • • • • • • • • • •.• Florida Building Code Edition 2004 ; •„ • .'. ' •' High - Velocity Hurricane Zone Uniform Permit Application T'p►�m� •' :. • ' •' ' •' : Section D (Steep Sloped Roof System) . 0 0 Roof System Manufa ......... cturer: .• : : : :'.: . . . . •.• i Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P2 • . 20.4 G P3 • A0. ,( Maximum Design Pressure (From the Product Approval Specific System): Steep lop Roof System Description Deck Type: - Type Underlayment: b Z ZL - 3,� Ro�of �lope: i13 : 121 Insulation: I Fire Barrier: . Ridge Ventil do ? Fastener Type &Spacing: k f Adhesive Type: Type Cap Sheet: Zf j I Mean Roof Height: _ It I I Roof Covering: a�o Type & Size Drip I 15.34 FLORIDA BUILDING CODE — BUILDING 1 •• •• • • • •• •• • • • • • • •• • • • • ROOF ASAMBJES XNARNWTOP 9TRN0C • • • • • • • • • • • Florida Building Code Edition 20Ck: ••: ' ••• • :: •• High- Velocity Hurricane Zone Uniform Permit Application leorW • • • • • • • 00* • Se ction E Tile Calculations .. . • •• ••• •• 1-or Nion><nt ha cd tile systants, choose either Method I or "_ Compare the value. for M, with the values from . i f theM�.alt. s life gl1 at i d1ty t • • equal to the 11, values. fill- ea: h area of the roof, then the tile attachnte nt method is atrepntble. • • • • • • • • • Method I "Moment Based'[ile C'alculatioms Per RAS 137" • • • • • 0 • • r t – � ` t _ MS; • � ° M �,.} - Product Approval M W • F"' – >/Ix ' 3� -' –` z t - Mg: r'1'' = Alr Product Approval Mt L } Jy , l , x r it r ' r 7 1- Mg: 'C • = Mr X Product Approval Mf "YV':j Method 2 "Simplified Tile Calculations Per bible Below" Required Moll of Resistance (Mr) From Table Below Product Approval M M required Moment Resistance* Mean Roof Height > Roof Slope 15' 20' 26' 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 29A 30.6 32.4 7 :12 24.4 25.9 2T.1 28 2 30.0 -Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For t 'plift baud tile system, use Method 3. Compared the'values for F with the values for Fr. If the F values are greater than orequal to the Fr values. liar each area of the roof, then the the attachment method is acceptable. Method 3'•Moment Based Tile Calculations Per RAS 137" t P : x L yi• = x w: = t - W: x cox 8 — = F Product Approval F' t P,: x L__ = x w: = Y - W: x cox d = F Product Approval F' lP;:_`xL _ xw:= ?-W: x COS 6 – F. – i 3 Product Approval F' Where to Obtain Information Description Symbol Where to find Delia t Pressure P) 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 Root'Slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity My Product Approval Attachment Resistance M Product Approval Required Moment Resistance M Caculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated A%erage Tile Weight W Product Approval = File Dimensions 1. length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE —BUILDING 15.35 • t i • • ••• • • • • ••• • • • • • ••• N1 1AM I A • • • • • • • • • • • !'aE • • • • • �� Y I DA • • • • • • • Lc7RJI3q BUILDING CODE COMPLIANCE OFFICE (BCCO) _ • •• &M W-DADE hA4LEit HU1LDING, PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 • • • •A Qltli�A33130 N OTICE OF ACCEPTANCE • . •• � ( -2909 BOA 000.0... Hanson Roof Tile d -b.a. Piorsiecr Concrete Root' Tile • • • • • • • 1340 SW 30 Ave Deerfield .Beach, FL 33442 I scopt: This NOA is being issued under the applicable rulers and regulations governing ttte use of cpns#ruction mat The documentation submitted has been reviewed by Miami -Dude County product Control Division and accepted by the Board of Rules and Appeals ($C?!ZA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the Expiration date stated below. The Miami .Dads County Product Control nivisitsn (In Miami Dade County) and/or the AfU (ire areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform. in the accepted manner,. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify or suspend the use of such product or material within their jurisdiction. 80RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County product Control Division that this product or rnnterial fails to meet the requirements o (the D.pplieable building code. This product is approved as described herein, and has been designed to comply with the High Veloci Zone of the Florida Building Cole ty !Hurricane DESdCRIPTION: Palema► Double !toll and Hacienda Double Roll Roof Tile LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city. state following statement: "Miarni -Dade County Product Control Approved ", unless otherwise noted herein and NEWAI of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or tnanufactue of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NO.A shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Ifany portion of the NOA is displayed_ then it shall be done in its entirety. INSPECTION; A copy ofthis entire NOA shall be prOvidcd to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, '.k.FCC NOA No.; 0 2.0916.1 t Expiration Date 12116/07 Approvo Data: Page I of b �a' d 8nON330 01 9 I SL~t7 d1 143 3 0Z)tjHNcJ �.qi 9S a ,, t X007 1 r H. r i + • • • • • • • • f f • • ••• • • • • •f• • • • • f ••• • f • • • • • • • • • 0 00 ROO FING AS S EM BLY Y APPROVA • f • • • • • • • C�tC 0ry, Roofing 0 00 • • • •• •f• •• 0 •• •f• • • • • • Sub Catego Roofing Tilt i Material: Concrete • • • • • • • • • • • • 1... SCOPE This renews a roof%pg system using Ranson `lPalema Dotable Roll and HaciendaMoof Tile, as manufactured Hanson hoof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. for the locations where the pressure requirements, do not exceed the values listed in section 4 herein, The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION MSanafiactwed by Test Product AAgj2lJcanX eations c ni tion Lengft ib' /a" Low profile, interlocking, extruded concrete .Hanson Palema Width: 13" TAS 112 roof tile equipped with two nail holes: For Double Roll Tile /z" thick direct deck or battened nail - on, mortar or adhesive set applications. Length: 17 .Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof the equipped with two mail hole and '�_" thick double roll ribs. for direct deck or battened naiI-on, mortar or adhesive set applications, Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rokes, ridges and valley terminations, Varying thickness Manufactured for each tile profile. 2.1 COMPONENTS OR PROiDvc rs MANUFAACTURED BY OTIIERS Test Pr oduct R'roduct Dimensions So s'ricntigns aa1 t1 n Manuf'ai r" ye ical Wood Battens Min. 1 "x V Wood Preservers Salt pressure treated Generic kJorizont ltlsticute LP — 2 or decay resistant (With current NOA) Min. l "x 4" for use lumber battens with vertical battens or Min, l' :x 2" for use alone TAS 114 Corrosion resistant Tile Nails Min, I Ad.0 3" Scre, or smooth Generic Appendix E shank nails (With current NOA) PIDA NCL: 02- 0916.11 Expiration Date, 12/16/07 Approval Date: Page 2 of 6 E0 * d anON3HO 01 Slain 6043 3 ODGH.�a dj 9S ::7 T 0 CT NH r • • • • • • • • • • • • • ••• • • • • • • • • • • o • • • • • • • • • • • Test •�!'p� •• i i ro vet Dimensions Spacificaflgnl DesS,EWO - 0n ••• • 'Y u�t>PaCturer #8x 2 1/i long Corros re-1•1 'i i i•• ••• Tile Screws 0.335" head dia. TAS 114 coated, sq¢art (tile,: ;•. ;Generij 0.131" shank dia. Appendix. E galvani *k abafte • MOM S& Nom 0.175" screw thread thread woad screws dia. Clips Corrosion resistant Hurricane Clip & Min.'' /VIvidth TAS 114 clips with corros Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With. current NOA) Clip Fasteners Min. 8d x 1 1 ,4" 3. LINUTATION'S 311 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive *et tilt applications, a static field uplift test in accordance with HAS 106 maybe required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Offlee for review. 3. 4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards Iisted section 4.1 herein. 3.5 30!90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is fbr wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATICtN 4.1 Hanson `Palema Double Roll and Hacienda Roof Tile and its components shall be installed in strict compliance with hoofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Tztb{ 1: +4 dynamic Mufti liens - Iv ft' Tile ;� (ft) x (}t ) Profile Batten Application direct Deck Applica Hanson Palema Double Roll and 0.267 0.289 Hacienda Tile NOA No.: 02- 0916,11 !Expiration Date: 12,16107 Approval Dates Page 3 of 6 b ' d it noNmo of 9 l St: b NiN7 9111 ODGHNG �Ij -S : b l C.002 CT NHr v • see ••• ••••; .. • . • ••; • • ' • •• • 0 • . • •. Table 2: ROStOring Moments due to Gravi - f[ tb Tole 3 " 4 ° °: 12`° if ' : 6#'• 12" • 7 ": 12 "` or • Profs e • • i • • • • ' • * • F @dtf3r Hanson 8attems Direct -Battens Direct 6attaf'is Direct Battens Direct Battens Direct Palema Deck Deck Deck Deck Deck Double Roll 5.92 6.80 5.82 6.89 5.70 6.55 5.58 6.39 5.41 i 6,22 and Hacienda ! Tile Table 3: Attachment Resistances Expressed as a Moment - M (ft -,M For Nail -On System Tile Fastener Type Direct Deck Direct heck Battens Profile (Min 15!32" (Min. 19132" plywood) plywood) Hanson 2 -10d Ring Shank 27.8 37.4 28.8 Palema Neils Double Roll 1 -10d Smooth or 8.8 11.8 4.1 and Screw Shank Nail Hacienda 2 -10d Smooth or 16.4 21.9 7.1 Tile Screw Shank Nails 1 O Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 .49.1 1 -10d Smooth or 24.3 24.3 24. Screw Shank Mail Field Cli 1 -10d Smooth or 19.0 19.0 22 1 Screw Shank Nail Save Cli 2 - 10d Smooth or 35.5 35.5 34.8 Screw Shank Neils Field Cli 2 -10d Smooth or 31.9 39.9 32 2 Screw Shank Nails Save Cli 2 -10d Ring Shank 43.0 67.6q,g Nails' t T- Ing with a a" fataten is are located a min, of V frorn head of tile. NOA No,: 02- 0916.1 Expiration Da te; 12116/07 Approval Datat Page 4 of 6 S0 d ;enON3ar 01 'JINN 3111 ODC[H�19 Nj 0 02 C I tgHr • ... . .. •. . 0. . 0 . 0 •0 • . ... . . . • ... "able 4: 4 tachment Resistance Expressed aXo e41t.lSA a {1=t�1l . n! t} For Two Pa Adhesive 5e ;S to s 0 . Tile Tile Appitoat�t�ts : •• . !frliit��rnum Attachment Profile •• Resistance Hanson Palema Double Roll Adhesive 26.1 and Haclend a 'til 2 See manufactures e2M2nenf ayal for installation requirements. 3 Flexible ProducU Company Tile5ond Average weight per petty 11.4 grams. P2YOOM Inc. Averag6weight 22r patty 8 grams. Tabu, 4A►: Attachment Resistance Expressed as a Moment - M {ft -lbt � For .din le Pattt Aclhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance ; Hanson Palema Double Polyf Poly ProTM _ 86.61 Roll and Hacienda Tile Ejolyfoam Poi ProTIA 4 .5 Lam paddy placernent of 54 rams of Po Pro 1­5-Medium paddy Placement Of 2 ms of v! rp , Table 413: Attachment Resistance Expressed as a Moment - Mr(ft -lbf For Mortar Set Systems Tile Tile Attachment Profile . - Application Resistance Hanson Paloma Double Rolf and Mortar et 20.60 Hec ienda Tale S. L. kO 13. XNG All tiles shall bear the imprint or identifinble marking of the manufacmrees name or logo, or following statement: "Miami -Dade County Product Control Approved ". b: BtJ1 LDIN+C PE1 AIXT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or a.pplicsble building code in order to properly evaluate the insta llation of this system. NOA Xo. 02- 0916.11 Expiration Date; 12116147 Approval Date. Page 5 of 6 30' d N_ nON3ElO 01 5 T 3C17 6iNO 3111 ODGUHH dd OS c v T 4002 r T h4U r • 0 600 0 t 0 0 • • • • y • 00• • . 0. • ' - • ': • • •• ••' • • , • , oo 00 .• FASTENER DOLES OVERLOOK e.J �06 y} 7ycp* ['t UNDERL HA►.NSON HACIENDA CONMTE ROOF TILE rASTENER HOLES " OV OCK UNDERLOCK 13" END OF THIS ACCEPTANCE iVOA No.; 02- 0916.11 Expimdon pate: 12116101 Approval Date; Page 6 of 6 10 '.: WION3ao 01 S1Sct Z�ilJD 3"111 ODULq E �Jd BS:7"T 0007 C1 Ntl • .•• • M 1 M I•A i • • • • • • • • •: ;•• • MIAMI -DADE COUNTY, FLORIDA • •• METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (B CO) •# • PRODUCT CONTROL DIVISION ! •• • • 1$0 VI ST FLAGLER STREET, SUITE 1603 •• i • e i • 0• 0 MIAMI, FLORIDA 33130 -1563 .NOTICE OF ACCEPTANCE OA, • • • % '• ; �• • .. FAX (305) 375 -2908 t • Polyfoam Products, Inc. • 11715 Boudreaux Road 1 Tomball, TX 77375 I S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been rev iewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or mate 'al fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet tho requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AR160 RE NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the pr duct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other r urposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in adv rtising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jc b site at the request of the Building Official. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Accbo. NOA No.: 06- 0201.02 {. Expiration Dater 05/10/11 Approval Date: 04/13/06 Page I of 7 • • ROOFING ASSEMBLY APPROVAL '• •• Category: Roofing Sub Category: ' ' ' ' Roof tile ad wive •" ' : • ' 0 0 . Materials: Polyurethan ' • % • : •• :%** •' SCOPE: " • This approves Polypro® AH160 as manuf ictured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the loca ' ns where the design pressure requirements, as determined by li applicable building code, does not exceed t e de compliance with Roofing Application Stan and RAS 127, for use with approv d low, and profile roof tiles system using Polypro® 164. Where the attachment calculations are done as a moment based system for single patty plat ment, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED B APPLICANT: trod-act Dimensions - - --____ Test Product Descri lion Polyprog AH160 SAecii�ications N/A TAS 101 Two component polyurethane foam l±oamprog RTF1000 NIA adhesive ProPack® 30 & 100 NIA Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use o Polypra AH160 roof file adhesive. PHYSICAL PROPERTIES: Pr -- t Test Den Results Compressive St AST D 1622 1.61bs. /ft. ASTTV D 1621 18 PSI Parallel to rise Tensile Strength 12 PSI Perpendicular to rise Water Absorption ASTN D 1623 28 PSI Parallel to rise ASTIV D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission AST J E 06 3.1 Perm / Inch Dirnensional Stability ASTN, D 2126 +0,07% Volume Change @ 40'F 2 weeks +6.0% Volume Change @158 1 F., 100% Closed Cell Content Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed aboN a are presented as typical average values as determined ' by accepted ASTM test methods aid are subject 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 A enc ----- --� Y Test Identifier • Test }� /it D o Cent for Applied Engineering t #94 -060. • • �"' r t Date 257 818-1 PA�• ••• : '_�l 04/08/94 5 5- 7438 -3 • • ' ' �' • 12/16/96 SSTD 11 -93 10/25/95 - 7438 -4 5- 7438 -7 SSTD 11 -93 5 -7492 11/02/95 SSTD 11 -93 Miles Laboratories 12/12185 Palvmers Division - 589`631 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 637 -92 ASTM E 108 04130/93 Southwest Research Institute 01-6743-011 ASTM E 108 01 -6 39- 062b[i] ASTM E 84 11/16/94 Trinity Engineering 01116195 7050-02.96-1 TAS 114 03/14196 Celotex Corp. Testing Services 528454-2-1 TAS 101 528454 -9 -1 10/23/98 528454-10-1 520109-1 TAS 101 5 0109 -2 12/28/98 520 109-3 520 109 -6 520 109-7 5.20191-1 TAS 101 520109-2-1 03!02/99 LIMITATIONS: 1. Fire classification is not part of this ac eptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro ®, 60 shall solely be used vith flat, low, & high tile profiles, 3- Minimum underlayment shall be in cas pliance with the Roofing Application Standard PAS 120 4• Roof Tile manufactures acquiring accePtance for the use of Polypro® AH160 roof the adhesive with their tile assemblies shall test in accord nee with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their the assemblies shall test in accord nce with TAS 101 with section 10.4 as modified herein. , }2 W F,_ , MS NOA No.: 06- 0201.02 ` Expiration Date: 05 /10 /I1 Approval Date: 04/13/06 Page 3 of 7 � ;. .: ��� �•; ;•.': : INSTALLATION: • Ypro® AH160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the Z• use of Pol ro® AHI 60. PCly . .. 000 • • pro® AH160 shall be applied it compliance wi corresponding Placement Details no ed herein. Te�lt sp cation section and the the use ofPolypro® A.H160 shall provide suffidi'bnt attachment resistance�exp expressed as anent uplift based system, to meet or exceed the iplift resistance determined in compliance with Miami -Dade County Roofing Application Standai ds RAS 127, The adhesive attachment data is noted in the roof the assembly NOA 3. PDlypro® A.HI 60 roof tile adhesive nd its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4- Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed b Po[ Products, Inc. Polyfoam Products Inc. shal l supply a list of approved applicators to the a tho �oarn having jurisdiction. rity 5. Calibration of the Foampro® dispensing equipment is required before applcation of any The mix ratio between the "A" component and the 11 Component shall be ed betwe 1.15 (A): 1.0 (B). The dispense time deliver 0 shall be set to deli. I A - determined at calibration. No er rile as n others ttings shall be approved, 0175 to 0.15 pounds p 6. P AH160 shall be applied wi h Foampro RTFI000 or ProPackO 30 & 100 dispensing equipment only. 7 Polypro@ A.H160 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 minutes after Polypro® AH160 has been dispensed 9- PolyPro(& AM 60 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic rite pro le requires the specific placement noted herein. Table 1: Adhesive Pl cement For Each Generic Tile Profile Tile Profile Plac went Single Padd D tail g y Two Paddy Weight Weight Min. per paddy Min. Flat, Low High Profiles ( rams) (gr ams) High Profile (2 Piece 1 35 N/A Barrel) 1 17 /side on cap and N/A Flat, Low, High Profiles 34 /pan Flat, Low, High Profiles 24 f N/A 8 LABELING: All Polypro® AHI60 containers shall comply with the Standard Conditions listed e tern. 'BUILDING PERMIT REQUIREME S; h B ' 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: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 i ADHESIVE C)ftENf.Vp;TAIL I•. ' SINGLE PATTY Nail through plastic cement 0 • • 000 • • Paddy (Beneath 17 e) • Nam thou 2 • Underlayment •0 g Pla c.emaltt . • ndeday�en� • i • • *go • Paddy IBaneath TIIe) 1 •• • • In 10 In. Eave Course 2 in i i Fascia Eave Course Fascia Eave Closure Ewa cou only: Eave course Doty: weephols Keep adh sine approx. Keep adhesive approx. Eava closure 4 in. up m weepholas d In. up from weepholes Drip edge Nall through plastic cement Paddy (Beneath Too) 1) Place enough Optio rral2x4's for Ur>darlayment Oh adhesive to achieve 17 to 2a square Inches In contact with the pan Hie 81091) Poeh applicettans Nall through plastic cement 2) Tum covers upside down. Place adhesive 112 in. To 1 In. From outside edge of cover Gla Then instao The toe. 0 10 in. Underlaynent 2In. Save Course / 0 Eave course only: Eave Closure Keep aft*e a Remov �� ••� from weepholes pprox. d N, up Fascia top Potion of the eava course cover Gle. sheathing Abut to second course of Pan toes. Ensure save and of are Optional pan and rover tiles flush at gave one, Point-UP mortar an longitudinal Eave closure woophole Fascia edges of His (mortar shown) I J i i NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 01113/06 I Page 5 of 7 • i i 0 0 00 ' .. .. : . . • • ... • . • . • ... • ..o • • • . ..• • • . • . ADHE I'VE PI : A t 9 TWNTo1)E'1[�47L •� SINGLE V ATW ... • • • • • Nall through plastic cement Paddy (Bens Tile) Nail through plastic cement Underlayment Paddy (Beneath li(e) i Underiayment 1 in. 2In. 1In. r� - Eave Course <� /� in. 0 o Fascia Fascia Weepho(e Eave Closure Eave Course Eave closure Drip edge Nall through plastic con ant Under ment Paddy (Beneath Tile) pay i 0 7 in. r In. I Eave curse Eava Closure Fascia i I i I I I ' i NOA No.: 06- 0201.02 Expiration Date: 0S /10 /1 1 Approval Date: 04/13/06 Page 6 of 7 d a► ° • • : : • see • 0 • ADIIESIV PtIVCUA n.btam A ; Nail through plastic cement • • • Paddy Nail through plbstictement Single paddy under file (between tile) Underlayment Paddy Single paddy between file (under tile) 21n. x 7 in. medium size paddy eave course only Single paddy +� 3 i n, i under tile in .x 3 in. i 3 in. Single paddy on 2 In. 4 in. Single in �� ,�2 in. under• paddy on layment under- layment Eave c rse on top of the Fascia Single paddy Single paddy Weephote on top of file 2 In X 7 in. medium Eave size paddy eave Course Eave closure Fascia course only Ddp edge Nail through plastic cement Single paddy under the Single paddy between tile 1 3 i x 3 In. a in \ Single paddy ° on underiayment 2 n ° Single paddy Eave Closure on top of tile 2 In. x 7 in. medium Eave Course size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 0S110I1 T Approval Date: 04 /13106 Page 7 of 7 UBEMQUR ROOFING PAGE 03 400 9 HIGH'V HURRICANE ZONES REQUIRE 060 ELOCITY b& Nt��l�A�'tt�1i ROOFING S ONSIIDA T1OKS of , 1-424.1 As it pertain* to thin section, It Is the responsibility f the rg04g.aoRVgVq 4 114 required roofing permit, and to explain to the owner the tent cPf thl Aroy�e we owner with �� the Flt�dre Building Cade, Building $ �akio �ri �.'PS$'prov�i f4na of Chapter 15 car system lnslallatlor<s. Additionally, t follow minlrrwm f quire:ma�tr� dnd c e Industry for roofing t Items shou . be addre d "d'a Part 'Of the agreement between the owner and this contractor. The owner's initial In the a vJ "n box Indicates that the item ties been explained. . Aesthetic- m- Workmanship: .Tho workrnanrship pt Dvislone of Chapter 15 04h Velocity Hurricane Zone WO tor. the purpose of providing that the rooting *yet m meets the wind re *i$tanr� and water lntrtuslan Pecformance %tandards._ Aesthalics (appearance) Issues re not a aonsIderertiofN with respect to workmanship on provlaluns. Aesthetic lsaues euctr as color or archltecturrri pearatnce, that are n lee addre* sad es part of the •�gr,00ment between the owne In nd the contractor. � part at et zoning coda, should ,r A _ 2_ Ranalling Wood Docks When replacing roof, ththe existing wood rod` dock Ma haye I b coordanae� with the current provisions of Chapteer 16 gh Velocity Hurricane'Zonets) of the Florida 6ulidin Coda. (The roof deck is Usually Concealed prior to removithe axIsUng roof SystOM). g 3. Comrnon floors: Common roofs are those have no visible d0linestlort Qetwoprt rie�ighboring trait$ {I,e, townhouse►s, cundomini.f., etc.). In buildings• th common roofs, the rtm�n con should 00tify the Occupants Of agacont unite of rocflttg to be . perfcmwdt g ' awndlar owner f 4. gxposed Celtings: Exposed, open beam cell s alien Where the unr�erpide, of they f Vr e� v+ tram -below. The owner, may wish to n1WnW o �Itactural Ste. dea can be penetrations Of the underside of the decldr• g may not mows table. The Carl a I uRdin fQd flng nsii +option of malnUkiktp this , 1� ►nag. P i pmidefs the Pondimp Weser: The Currant roof system or deck of the bulidln$ may* not drain wail and may causer waiter to pond (accumulate) In low -lying ar+eae of the raofi Ronding oan, be an indication of xtuo rral distress and may require the 4vM@w V( ,a e= prpfe�sicxta stwctural xpsetancy and porfcyrntianre of ihei now raofin 8 fir. Ponding. may Shorten °.the aifi roofing systbm ie removed, Pgndng conditions sho dd ba onding conditions rtmy:r I�+e avlQiputt Wait the priQina►! Q. . f 6. C�vwfi,c ► ssttPPe (weal outlets }: Jt is req #wt 'zWowate�r Aalw .off .so . tat tea tgtff i+e ove�r from a !build flow overflew 4 up of "tor' Petrlmetorte►dgeo w*I or other roof extenslons may block this discharg� e (wall Ouat<ts) we not provided. It fray neon with the Florida Building Cade, Plumbing. s rY to Install aM�erlltri+t scupptet's In SICCO danc�e- 7. Va�eltltati4n: . Most mo($tructurest should have @ ability to vent natur(ad igrkw thrtau OW Intertpr of structural me" ft (the bulkOng itself). The existing unt Of Ottic ventliatlon shslt not be ibenatirjol tb consider addltiortal Venting which can result atte pnding the Its of Ow mot d. !t may be nee eont o Signattr it "" ` ttador�a - �t� . �P� ,address Retrartit Number ' 4 r ~` Inspection Worksheet F Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/16/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: EDELSON, MARK Work Classification: Roof - New Job Address: 1181 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON infraction Passed comments HACIENDA COLOR THRU TILE NOT WORK ON FLAT TIN CAP SPACEING True AREA. REVISION 10/12/07 APP ®l Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, October 15, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village �s.n. aarT� 10050 N.E. 2nd Avenue Miami Shores, FL � �N �� P� i Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INS°p -64 Pelmtf Nrbef ;RF9� -229 Inspection Date: 10/3012007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: EDELSON, MARK Work Classification: Roof New Job Address: 118197 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170020 Project: <NONE> Block: Lot: Contractor: OBENOUR ROOFING SHEET METAL & S UPPLY CO. INC Phone: 305 -757 -2612 Building Department Comments RE ROOF ENTIRE SLOPING ROOF WITH HANSON HACIENDA COLOR THRU TILE NOT WORK ON FLAT AREA. REVISION 10/12/07 APP Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, October 29, 2007 Page 2 of 2