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RF-07-903Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/04/2007 Inspector: Rodriguez, Jorge Owner: GRIMES, ROGER Job Address: 42 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: CARRUTH ROOFING CO INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060130640 Lot: Phone: (305)759 -2005 Building Department Comments re roof flat roof in rear of residence, nail & tin cam 1 #75 base - 3 plies of ply 4 1 fiberglass cap sheet JUN 052001 Passed Inspector Comments SMALL ROOF 4 r o G /o4 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 1, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ��I�� PERMIT APPLICATION FBC 2004 JOaw- Permit No. tit), 2174 �a1 MAY 0 3 2007, IV' 9 (Z Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofi Owner's Name (Fee Simple Titleholder) g# i 6' fi% , Phone # A, " .'' ® y Owner's Address 44 5'74 City , L 9 tate Tenant/Lessee Name /-7/v Zip .?3',4,' Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip 3 '5:' Is Building Historically Designated YES NO A'"" Contractor's Company Name e-,e icu7,f- i?' 0,„ r ? Phone # Contractor's Address Pei e e eve 4/ 6-® City State C4,_ Zip Ty /� Qualifier Name e, Phone # 3'5– State Certificate or Registration No. e . 9/® Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Type of Work: OAddition ['Alteration Describe Work: Square / Linear Footage Of Work: J ['New Repair/Replace ❑ Demolition s _ .41,3" * * * * * * * * * * * * * * * * * * ** Submittal Fee $ * * * * * * * * ** ** Fees * * *** * ** * * * * ** * * * * * ** ** * * * ***r * * ** * * * ** * * *** ** ��— CCF $ 4 ' ZO CO /CC QQU�O Technology Fee $ V(Q Zoning $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $q'- Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and d 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of S"--1 , 2007 , by , day -of 5 -1 who is personally known to me or who has produced who is As identification and who did take an oath. Signature Contractor, .. The foregoing instrument was ackno NOTARY PUBLIC: Sign: Print: My Comm 'S:j -� r {;� ' "I IYI n16, 2011 If,clS:r Q � r� �f�, TddoderMtterS pyres. ******** * * * * * * * * * * * * * * * * * * * * * * * * * *z * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 200 , b bef _ � e has produced as ii entification and who did take an oath. NOTARY PUBLIC: Sign Print My Comm. •� o;' EXPIRES: Se. ember,2;2007 IrdgoedThruNotarypitkumfemotem ********* * * * * ** * * * * * * * * * * ** * * * * *** * ** * ** Plans Examiner Engineer Zoning • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • a • i ♦ 4 High Velocity Hurricane Zone Mere' re' 12ooffng permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION Master Permit No. • ••• • ••• • ••• • • • • • • • • • Sec$oh A (tdn4 ra 'o f64at io• li) • • • • • • • • • Proton No • • Contractor's Name: • • • • •• • • • • • • • • dLow Slope • haltic Shingles rescriptive BUR -RAS 150 Page 1 of 1 [MAY 70 ;72 fl07i Roof Category I® Mechanically Fastened Tile r Metal Panel/Shingles I- Other: Roof Type r New Roof PRe- Roofing E Recovering E Repair I- Maintenance Are there Gas Vent Stacks located on the roof? r Yes If yes, what type? E Natural FT LPGX Roof System Information Low slope roof area (ft.2) c_.J Steep Sloped area (ft.51 Section B (Roof Plan ) Total (ft.2)' Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a ): Corner Size (a' x a'): I ■■■■ ■ ■■ I .11 P ■.IP!rjrIIIi ■M ■■■ M MEMSMIlimgralIMEM saimom .I„... ■ir ■ ■iiui r � ,� ■ R� ■ ■ •••� SE i■itr■■■ , 'r, �A ■iwors ■r■ullaii■■■■■■■■ ■ ■■■■ ■■ i T r Inver - nm ■ a i .sue. ■ ■ ■■■ ■■■ •U■ ■■■■i■•■■ ■■ 1:1 e1H1'9 '.. {■'►tf i MWVIWO� ■M ■■ •uI MT ■ ■ `i , ■■■ i i1u A4111 ui ••.uui ■■■■ ■ ■° ■■■■ i ■ r r ■ ■■■■ :■■■!�■■■ : i■■■■■iii . - ■ii■■■ ■■ ■ ■ z LLB: ■.. ■..a ■.■■■ iii■ �■■■ �. � ■.. r �m��u�p ■ n■ ■■ L.iiii�i■■° 1111alg1 ' . d iIUUUS iiimi r ■ .a. i ■i i■•i ■ i °■R■ ■■•U• iiii■■■•u lj �I `- g UI 1 L 4U I ■su i n. . :: MMEM:M E■:■=.E. ■ . -- ...:... lummuniummingompo low 'Tr r mil!! pump_ . peummummo ■■■C■.■ ■■.. ■.. ■ti.. ■•• -r, ••, C ■ • ■■ ..iii iii millommmignimmin MI MEM MEW !! w■ ■ Li," n■■■■••l ■■ ■ ■t ■■ ■ • ■ ■ MO ■� ��■��■ ■.r■ ■ ■■■ ■■■i ■■ ■ n ■ : ■ ■■■i■■■:■■■.i ■.l.■ie■ •.■ 1.-■.u■ Page 2 http:// www .miamidade.gov/building/roofing permiting/permit app_section a.HTML 2/2/2007 Page 1 of 2 • • • ••• • • • • • • ••• •• •• • • • •• • •• • • • • • • • • • • • •• • • • • • • • ♦ • • • i.--- High • Velocity Hurricane Zone Uniform Roofing hermit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • Section C'(Low S'lopeU Roof Syetem) Fill in the specific roof assembly* components. If a component is not required, insert not applicable (NIA) Roof System Manufacturer: GAF NOA No: 03- 0501.05 System Type: ••• In thrtreJ boxx• • •• • ••••••••• • • • •• • • • • • ••• •• Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -52 psf (P2) Perimeters: 87.3 (P3) Comers: 131.4 psf Maximum Design Pressure, From the Specific NOA System: -52 psf Deck type: 1"x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: n/a Deck Support Spacing: n/a Slope: 1/8 :12 Fire or Vapor Barrier n/a Anchor/Base Sheet & No. of Ply(s): one layer 75# base sheet Anchor/Base Sheet Fastener/Bonding Material: 1 1/4" RS nails & 1 5/8" tincaps Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener/Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener/Bonding Material: n/a Wood Nailer. n/a Wood Nailer Fastener Type and Spacing: n/a Psf Base Sheet(s) & No. of Ply(s): one layer 75# base sheet Base Sheet Fastener/Bonding Material: 1 1/4" RS nails & 1 5/8 tincaps Ply Sheet(s) & No. of Ply(s): 3 layers PLY IV Ply Sheet Fastener/Bonding Material: hot asphalt Top Ply: 1 layer fiberglass cap sheet Top Ply Fastening/Bonding Material: hot asphalt Surfacing: n/a Single Ply membrane: n/a Single Ply Sheet Width: n/a 1/2 sheet width: n/a No. of Single Pty 1/2 sheets: n/a Single Ply Membrane Fastening/Bonding Material: n/a Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga Drip/GS Material Type: Galvinized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 9 2. Perimeter. 6 3. Comers: 6 " o/c @ laps & 2 " o/c @ laps & 4 " o/c @ laps & 4 rows @ 9 rows @ 6 rows @ 6 NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter. n/a Comer: n/a Fastener Type : N/A Alternate Fastener: n/a http:// www. miamidade. gov/ building /roofing _permiting /section c 4 %202.htm 4/18/2007 Page 1 of 1 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • la AI High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • ••• • ••• • ••• • • gir la • • • • • • • • • • • •� • • • • • • • • • • • Illustrate Components Noted and'Defails a's Aliplicablet Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. • • • • • • • • • • • • • • • • • Indicate: Mean Roof Height, Parapet Height, I:leighta 4a;e 41ashisi.g, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers rails that Comply with RAS -111 and Chapter 16. 4,.4 1 4\‘ ei h, .�- et Vil Y- a , Ft k \ /��� C/f�� MeanRoofHei t # Ft. Page 3a http:// www .miamidade.gov/building/roofing permiting/section c 4 2.html. 4/1/2007 • • ••. •. .. • • • • • . • • • • • • • ..... BUILDING CODE COMPLIANCE OFFIC,' Q3(;C•O) `PRODUCT CONTROL DIVISION • • • • • • • • • NOTICE 01? ACCEPTANCE ,TOA) • • • ••• • • • • • • ••. .• •• • • • • • • • • • • • • • •.. • ••• •. • • . • • • • • • • • • • 0.0 • • . • • • • • • • • • GAF Material Corporation • • • • • 1361 Alps Road Wayne, NI 07470 • • •• • • • • • ..• .. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 144 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). 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 AEI (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 ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. "BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building 'code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 ghall 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- 0408.03 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 Deck Type 1: • • ••• • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • . • ••• Wood, Non - insulated • ••• • ••• • • ••• • • • • • • • • • Deck Description: 19/32" or great. rylywoo l' ®r wood. punts de ks • • • • • • System Type E (1): Base sheet mechanically fastened. . . • .. • • All General and System Limitationit.sh .. �p�pi�. ; . : ; • • . • Base sheet: GAFGLAS #80 Ultitna' BAs; Sh et, TRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, 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) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 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, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limon #7) 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 515 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" 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 (GA F TTE) 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-Tee (GAFTTTE) #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 GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® 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: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: • • ••• • • • ... • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • (Required if no ca sheet is used) Install one of the following: 1. GAF /pelpigl,R.opfirgPinumep 'ell atd application rate of 20 lbsisq with an applicttian (at of Z.5:g4L/>eq.; err OAF WEATHER COAT® Emulsion (Matrix 305 tiberedtmuTsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coat!ilg FISeretl.3R1').witrau application rate of 1.5 gal. /sq. 2. Asphalt flhdcost at anapplication rate of 60 lbs./sq. ± 20 %; plus gravel or slag wither application Tate 0144Oti lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 Membrane Type: Deck Type 1: Deck Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR • • • • .. • .. • . • . .. • . • • Wood, Notijsidated• :: • • • • • :.' • .... .... .•• 132' or greater plywood or wood plank Tile Underla}mentaas $hhet i n hamppally attached. • .. • • • • • • GAFGLAS®'#80 UlfinurrM Base Shbet,RUBERO1I3® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 Uhlman", RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 20 of 21 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with ri3: 4: nd r11x f1y/ vvhei pse4 :as a mechanically fastened base or anchor sheet. i • • i • • •• • • • 2. Minimum 1 /a" Dens Deck or Y21fype'X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: •• • • • •• ••• •• • • • • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If 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 comer 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. 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:10/233/03 Page 21 of 21 NOTICE OF CQMMENGEMEN I. A RECORDED COPY MUST BE POSTED ON THE JOBSITE AT TIME OF. FIRST INSPECTION PERMIT NO.�.1 TAX FOUO NO STATE OF FLORIDA: COUNTY OF MIAMI -DARE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance withh Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111 1111111111 11111 11111 1111111111 11111111 CFH 2007R0459122 OR Bk 25596 Ps 17441 lips) RECORDED 05/07/2007 11 :45 :54 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYv FLORIDA LAST PAGE 1 1. Legal description yoff property and street/address: �/ ,.�► �1 G / 9 5 / -. �%/1� -1/67/ 5m,e .5. /�.� ,7 2. Description of improvement: /1" --f®9F %%1/.1-74- /fee "4 3. Owner(s) name and address: el> A' ('44'.6S il/ -e, � ' 5'7 ,7)-41,/,7). ,, 4',y9,R ' ,%_Z 33/L.30'› Interest in property: ©4'A", Name and address of fee simple titleholder. 4. Contractor's name and address: ./")-/firce710‘ � Sim do� ,3 ,r 75-9 '. /o)( 4///, _./4,%.0,40 ffl coo„,- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified)/ �._ r.a4W∎ ►— /�/�� . Signat r i Owne Print Owner's Name R D 6E2 Z--- G2. f /11,7.S' - Sworn to and subscribed before me this / da oy of /%'1/a' y , 20 O7% Prepared by /I41 �� Notary Public Print Notary's Name My commission expires Address: /%ie9. 17PJ( 4'6'# r7 SIAlt Of` riORIDA, COIJIM OP DADE f HEREBY CEF'iiFY that this is °� ,_, opy of the IR* on day e( UL97 >•PUliiy Couits WE rnusr, SJ