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RF-08-260Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/04/2008 Inspector: Grande, Claudio Owner: Job Address: 444 102 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: EARL W JOHNSTON ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060170580 Lot: Phone: 954- 989 -7794 Building Department Comments RE -ROOF Passed Inspector Comments cc , / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 3, 2008 Page 1 of 2 7kki■\ -MG Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 p-,.„ _ .7727 .,:7-- --; ,. FEB 1 2000 BY: � @ Permit No. Master Permit No. Permit Type (circle). Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) it 4i 1' i E Owner's Address 4441 Z1 N /03, Sf. City 1"1; 4 inn i Shores- State L Zip 5' 3 /3C Phone# 5'dS' ti SC -/)5 Tenant/Lessee Name Phone # Job Address (where the work is being done) 4:121 N,2 /0 Si"- City Miami Shores Village County Miami -Dade Zip 23 /36. FOLIO / PARCEL # 11 m sac) 6 d 01 ') 0 . 64 Is Building Historically Designated YES NO Contractor's Company Name �� r ! 14. P foot; �+ "2,1c- Phone # Contractor's Address _r � c1- i Of. mg. S I City tia1fyLi104 State rL Zip 36.0 Qualifier Name Ec;l 1 , Jd Ael 5467,, Phone # 9:C/- %'c g - 5 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: ❑Alteration Square / Linear Footage Of Work: /3 0 0 [New o -e /& Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * ** * * * * ** * * * * * * ** Fees: r************ * * ** * * * * * ** ** * * * * * * * * * * * * ** * * ** Submittal Fee $ Permit Fee $ t75(112-- CCF $ (0 Tr CO /CC Notary $ ----- Training/Education Fee $ 0 10 Technology Fee $ Scanning $ q • 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ee7� Structural Review. $ Total Fee Now Due $ 29 (• K 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 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. inspection wil no be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this j 1 day of 20 62, by who is pens .4& ..4 n jime.or who hates produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission , Ma a eg A. Roam + as Commission DD318961 Mg! '�' �% es 9une Ge, � a , Tres: Contractor The fore1goin instrument was acknowledged before me this 1 1 day of w+ who is pe to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: M *. Romeo ommias?on DD318941 June 22, 2008 Sign: Print: My Commission • Aires:( Z o'i APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08106) 44 FEB 1 2008 BY: To: Re: Sri $Ciao T/i€ aie rielf 10050 NE 2"d Ave • Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXE ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. e Building Department Date: I-4-'114) o d•ress: Roofing Permit Number: Dear Building Official : I 01iterre p- MASI° certify that I am not required to retrofit the roof to wall Y building connections of m buildin because: The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade ilAalpffet f ALLO Print Na ie •••• The undersigned, being the first duly sworn, deposes and says that he /she is the GeMmitter.fqrtrie ?bove • • • • •• property mentioned. r • • Sworn to and subscribed before me this 11 day of I -f ' • .€ • • .�,�.• peg A. , Qa• • ® �'A� % °? � CertaRa9 �vion e�' ®3� � Notary Public, Sate of Florida at Large J��, ar�d • • When the just valuation of the structure for purpose of ad valorem taxatio' . ual to or more than $300,000.00, and the huildingwas not Epry�l geed with, ° FBC nor a 1994 SFBC. Then you must provide a building application from • - neral Contractor for the Roof to Wall connectierf Hurficane Mitigetio • • • • • Miami Shores Village APPROVED BY DATE o`+ 4G DEPT BLDG DEPT MillirrArrOg` ir SUBJECT TO COMPLIANC WI i H ALL FEDERAL WAWA COUNTY RULES AND REGULATIONS ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. e Building Department Date: I-4-'114) o d•ress: Roofing Permit Number: Dear Building Official : I 01iterre p- MASI° certify that I am not required to retrofit the roof to wall Y building connections of m buildin because: The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade ilAalpffet f ALLO Print Na ie •••• The undersigned, being the first duly sworn, deposes and says that he /she is the GeMmitter.fqrtrie ?bove • • • • •• property mentioned. r • • Sworn to and subscribed before me this 11 day of I -f ' • .€ • • .�,�.• peg A. , Qa• • ® �'A� % °? � CertaRa9 �vion e�' ®3� � Notary Public, Sate of Florida at Large J��, ar�d • • When the just valuation of the structure for purpose of ad valorem taxatio' . ual to or more than $300,000.00, and the huildingwas not Epry�l geed with, ° FBC nor a 1994 SFBC. Then you must provide a building application from • - neral Contractor for the Roof to Wall connectierf Hurficane Mitigetio • • • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section... The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane o e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. a,;3' 2. °Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ='nai ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be 'performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may us water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ve ' oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the nor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be r. laced. It may be beneficial to consider additional venting which can result in extending the'gefl�ice life of • • ..e• the roof. • • • • •• • • r�l r's /Agen vas Sig . `ure 4 4- NG toi Property Address Date likt Contractors ,aigneture • • • . ...-.— • Process Number • • • • • • • • • • • • • • • s... • • • • • 'else • • • • • •• • •• • • • • • • • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (General Information) Process No. Contractor's Name JD WS 1 ,\J C, 444 X16 t'0 2 Sfir &j Job Address t Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 1Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4 13d00 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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E ■, 1CR�i'.1: E E„M E:::M i s /� .E� % /�/ � as .■ `. m E�I M / ma iltmru /m ■mttmmum / um /it i _ _ immu//■,rutm■mnammursom i /i/ A! /Ki ■n/ g ? ❑a - -.R— - �r_ -_ti _t�e_� e�!ci�_._� . 1300 ▪ • •• • . • • • • • • • • Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No:5 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax 2: Pmax3:f' 13 1� Maximum Design Pressure, From the Specific NOA System: 2- Deck type: I X u These decks require a fastener p test by an approved test labratory Other PeckType: 14 Joist S acing: Slope: 12. Anchor /Base sheet & No. Qf Ply(cj al: Wood Nailer: Base eet(s) & No. of Ply(s): WLG''S= .'�t? IKA i Base Sheet Fastener /Bonding Materi•I: Ply Sheet(s) & No. of Ply(s): hc,nN cAP Ply Sheet Fastener /Bonding Material: aro mirk) Drip Edge Size & Gauge [3 " face 26 ga. Drip Edge Material Type:�GaIViflIZed Metal _ Hook Strip /Cleat gauge or weight Coping Metal:I int Top Ply: Top Ply Fastening /Bonding Material: �c,10h:� 1- Surfaci g FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 t /a" R.S. Nails Alternate Fasteners: 1. Field: 2. Perimeter: 3. Comers: o/c @ laps &M— rows @ " o/c " o/c @ laps & rows @ " o/c " o/c © laps &I • rows @ J. .o /c • • • NUMBER OF FASTENERS PER I SUI,4%1Q41,BOARi= • • • • • Field: jai rimeter. ,iLC • - ••••• .. • • •••• • Page 3 • •• • • • • • • • • . •• • • • • • • • • • • • •• • • •••• •••• •• • • • • • • • • • • • • • • • A cho = ase Sheet Fastener /B . ding Mate . ulation Bas. Layer /S' & Thickness: se Insulation F..t per /Bonding Material: op Insulati. Fastener /Bo :'ng Material: PJ I sula on Top Layer /Size & Thickn ss: al: Wood Nailer: Base eet(s) & No. of Ply(s): WLG''S= .'�t? IKA i Base Sheet Fastener /Bonding Materi•I: Ply Sheet(s) & No. of Ply(s): hc,nN cAP Ply Sheet Fastener /Bonding Material: aro mirk) Drip Edge Size & Gauge [3 " face 26 ga. Drip Edge Material Type:�GaIViflIZed Metal _ Hook Strip /Cleat gauge or weight Coping Metal:I int Top Ply: Top Ply Fastening /Bonding Material: �c,10h:� 1- Surfaci g FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 t /a" R.S. Nails Alternate Fasteners: 1. Field: 2. Perimeter: 3. Comers: o/c @ laps &M— rows @ " o/c " o/c @ laps & rows @ " o/c " o/c © laps &I • rows @ J. .o /c • • • NUMBER OF FASTENERS PER I SUI,4%1Q41,BOARi= • • • • • Field: jai rimeter. ,iLC • - ••••• .. • • •••• • Page 3 • •• • • • • • • • • . •• • • • • • • • • • • • •• • • •••• •••• •• • • • • • • • • • • • • • • • Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a • •• • • • •••• • • • •• • • • •• • • • •• • • • •••• • • • •••• • • • • • •• •• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • MIA M EDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 shall be provided to the user by the manufactutg . ei its distr tutors • 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 throug1121. The submitted documentation was reviewed by Frank Zuloaga, RRC • •..• • • • • •••• • NOANo: 03- 0x01.05 Expii tibjt I3ate:11/04A8 • a' AplTroval Date:1Q/25109• : • •. Page 1•df21 • • • • • • .. • •. • • • • • 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, STRATAVENT® 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 PIyTM 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 PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #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 Limitation #7) GAFGLAS Flex PlyTM 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 fastene - acin of 9" o.c. at the wo rows 9" o.c. in the Ply Sheet: Cap Sheet: 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 (GA.FTTTE) #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. aximum 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 (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 (Maximum Design Pressure —75 psf, See General Limitation #7) 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-• •. e • •••• • • • 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sleet adliered Mi a • • full mopping of approved asphalt applied within the EVT rang; APi I at a rate of • 20-40 lbs. /sq. .. • • •••••• 140A•No: 03= 0501.05 •� • • • • • • • • ExpCaticore ate: 11/04008 • • i ApprovalOate:10/28003 • • • • • Page 18•e021 • • •• • •• • • • • • • Surfacing: (Required if no cap sheet is used) Install one of•the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsisq. ± 20 %; plus gravel or slag with an application rate of 400 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 • • V • •••• • • • • • • • • • • • • • • •• • • • •. • • .•••• • • • •••• • • • • • ? Asto:03- 0501.05 Expir,'8yljate:11/04/08 • • Apitr 0/0 , oval Date:n / • • • ,'age 19•4€4 • • •• • •• • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1A" Dens Deck or Y2 Type 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 20-40 lbs./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 n Application '/ 1. 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 a ' ' livable. 8. All attachment an sizing o penme - r n ers, metal profile, and/or flashing termination designs shall conform with Roofmg 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 . comers and comers). •••• (When this limitation is specifically referred within this NOA, General Limitotiorc will not• • • be applicable.) • • • • • • • • • 10. All products listed herein shall have a quality assurance audit in accordance with t'IVI:l ida • • • Building Code and Rule 9B -72 of the Florida Administrative Code. • • •• • • •. •END OF THIS ACCEPTANCE • • • • • • • •••• • K A•No: 03 -0%8i bi• Expirittia •Date:ll/04/08 •' Approval bate:10 /2z G(la • • • • • • • • • • Page 21.4.2e • • • •• • •• • • • • • • ettl �: , ' '` ROOFING. SYSTEMS (TGFU)= Continue' ;'N,y p:.,_: rr tsn'Pol .Teo' or Special' with "Polyfoanr A. I rolyfoa�r�ir y , 1. 2' . l.1n. min. ..11.1:1771.1.. .r - -,se Coat: One or two applications 'Gacoftex U8.7050 . a plied at 1•' /sq/application or three applications. applied 1.1/4 gal /sq/application -32 dry mils). • facIng:'Gacoftex UA•65' Series (various colors), applied 1 ga(/sq (12 • mils). : fHC Incline: 1/2 am:'PolyIso' ot'Poly -iso Special' with'Polyfoam 251— or 'Polyfoam Y. 1 In. min. se Coat: One or two applications 'Gacoflex UO- 7050', applied at 1 tlsq/apptication or three applications. applied 1 -1/4 gal /sq/application r�l Ie dry mils). • trfacing: "Gacoflex UA -60' Series (various colors). applied 1 gat/sq (15 y mils). r k: NC Incline: 2 ,am:'Poly -Iso' or'PolyIso Special' with 'Polyfoam 251' or'Polyfoam 33', 1 In. min. ase Coat: "GacoSil 5.1000'. applied at 1 gal /sq (10 dry mils). urfacing:'Gacoflex 5.1000', applied at 1 gal /sq (10 dry mils). :k: NC incline: 1 - oam:'Polyfoam 251' or'Polyfoam 303', any thickness. .urfadng:'Gacoflex the - Shield 7007'. 40 dry mils. ck: iTC Incline: 2 -1/2 "oam:'Polyfoam 275', any thickness. lase Coat:'Gacoflex A- 6211 ", 1.1/2 gal /sq (14 dry mils). ;urfacing: 'Gacoflex A.6200' series (various colors). 1 -1/2 gal /sq (14 .1ry mils). . - iATERIALS CORP 61 ALPS R0, WAYHE H3 07470 3EROID 20' or 'RUBEROID Modified Base Street' may be utilized as an ate to Type G2 base sheets in any of the following Classifications. in • thick (min) gypsum board or 1/4 in. thick (ntin) Georgia- Pacific -Decks' overlaytnent board may be used in any existing noncombustible Classification. When this is done. the resulting roofing system is 'table for use over combustible (15/32 in. ntin) roof decks. the Joints in ypsum board and overlayment board are offset 6 in. with the joints in the If polystyterie'A part of the roof system. it must be placed below the ayment board. ASPHALT FELT SYSTEMS WiTH 110T ROOFING ASPHALT ! G2 asphalt glass mat base sheet ("GAFGLAS k75 Base Sheet ") is a 1.1e alternate for Type GI aspltatt glass fiber ply sheet ('GAFGLAS Ply 4' or ;LAS Ply 6') in the Class A. 8 or C roof systems indicated below. roof deck may first be covered with a Type G2 asphalt glass mat base -GAFGLAS Stratavent (Vent -Ply) perforated' or GAFGLAS Stratavent,., : -Ply) for nailable decks . Perforated to be mopped and railable to be 'anically attached granule side down. an option Type G2 asphalt glass mat base sheet (' GAFGLAS pig Base Sheet' .ATGLAS Stratavent (Vent-Ply) for nailable decks') may be substituted for 'halt glass fiber ply sheet (-GAFGLAS Ply 4' or 'GAFGLAS Ply 6') as the •d base ply in the following systems. :tom ply or base sheet may be sotid mopped. spot mopped or mechanically :ned. sets otherwise Indicated. all insulations may be hot mopped or mechanically :med. FGLAS Flashing' or 'Ruberoid' may be used for (lashing in any of the Crass or C systems listed below. en 'indite' is referenced. this includes 'GAFiEMP rEFMALITE ' or any • Ill Classified penile insulation. 'shed stone or slag are suitable alternates for gravel in any c( the Class A. • C systems listed. n'ctural cement fiber building units are considered suitable to be included • deck In the following Class A. 0 or C systems listed over C-1 5/32 or HC. I use of gypsum board under any of the following Class A. 8 or C systems s not adversely effect the rating. The use of 1/2 in. 'sin gypsum board is acceptable alternate for in :;:iation over C•1S /3Z decks. use of polystyrene insulation board between min 3/4 in. polite board deck with rosin paper (;,etlite /rosin paper /polystyrene /penile) is a able alternate for isocyanurate board in the following Class A, 0 or C :ems. .A1i(MP !solitcrus RA', -GArir it Tarred Isotherm FA" and 'GAFTFMr 'motile A' may be substituted fur any ssucyanurale Insulation In any u( Use owing Classifications. Class A, 8 and C. 'or use -•.'; crcanie and glass felts or modified bilunsen R1306 CO • .w ROOFING:1 7<.•. — l...i#�.•t ;.r. v'• . :rarelhane composite; tirood (iberfisocymuut� posit tenoli4itty • � thickness: Pty Sheet: Three or more layers Type GI'GAFGIAS Ply 4' or 'GAFGLAS Ply 6'..1iot mopped. • • Surfacing: Gavel 2. Deck: C- 15/32. °' — •�x-r • - . _ Incline: 2 Insulation (Optional): One or more layers petlite, wood, fiber. glass fiber, isocyanuate. urethane. pertite/isocyanurate composite. polite/ urethane composite, wood fiber /isocyanurate composite. phenolic, any thickness. Ply Sheet: Three or more layers Type 61 'GAFGLAS Ply 4' or 'GAFGLAS Fly 6'. Cap Sheet: One layer Type G3 ' GAFGLAS Mineral Surfaced Cap Sheet'. 3. Deck: ilC 1a:llne: 2 Insulation (Optional): Otte or more layers petlite. wood fiber. glass fiber, Tsocyatsurate. utetisane. perlite[socyanurate composite. 'testae/ urethane composite, wood fiber/isocyarurate composite. phenolic, 2'in. max. Ply Sheet: Two or more layers Type G1 'GAFGLAS Ply 4' or *GAFGLAS Ply 6 ". Cap Sheet: Otte tayec Type G3 'GAFGLAS Mineral Surfaced Cap Sheet'. 4. Deck: NC . liellne: 1/2 Insulation: One or two layers "Isotherm R', 4 In.. mar. hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. 'beck: C -15/32 Incline: I Slip Sheet (Optional): Kid rosin paper. tailed to deck. Base Sheet: One layer of Type G2 'GAFGt At !7% gale Sister (may be urea e Ply Sheet: One or more layers of Tvoe 61 'GAFGtAt Pty 4' or GAFGLAS Ply 6. 7. •8. 1. Z. 6 . ap Sheet: One la er of Ty a G-3 "GAFGLAS Mineral Surfac d •• '. On , attune: J Base Slseet: One layer of Type G2 ' GAFGLAS 175 Base Slseet'. Ply Sheet: One or more layers of Type G1 'GAFGLAS Fly 4' or GAFGLAS Ply 6'. Cap Sheet: One layer of Type 6.3 'GASCI AS Mineral Surfaced Lap Sheet'. Deck: C-15/32 incline: 2 Insulation: One or more layers petlite. glass fiber. isocyanurate. urethane. perlite /isocyanurate composite. perti :e /urellune cer:posite. phenolic. 1.0 in. min (offset from plywood joi::ts 6 in.). Base Sheet: One or more layers of Tape G1. G2 or 63. Membrane: One or more layers of 'Ruberoid Torcli (smooth or granule). 'Ruberoid Torch Plus (granule). - Ru.eroid Mop' (sr..:oth of granule) c: "Ruberoid Mop Plus (granule). Cap Sheet: "GAFGLAS Mineral Surfa:el Cap Sheet'. Lot mopped. Deck: C -15/32 Inctine: 2 Insulation (Optional): One or more layers pemtite. wood fiber. glass fiber. isocyanurate, urethane• perlite /isocyanurate composite. penile/ urethane composite. wood fiber / isocyanurate corpsite. phenolic. an/ thickness. Base Sheet: Two or more layers of Tipe G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of " Ruberoid Torcli (smooth or granule)., 'Ruberoid Torch Plus" (granule), 'P.u.eroid Mop' (s-ootls or granule) cr ' Ruberoid Mop Plus' (granule). Cap Sheet: "GAFGLAS Mineral Sutfa:ed Cap Slseet'. hot mopped. Class E •••• Deck: C•15/32 • l !sunsel5ei1/4 Insulation (Optional): Oneeper:;e layers per...!, woo5•PTIf .•gIA :s fiber. isocyanurate. urethane 1rerbte /isoC trWt?:k composite! je'll's / urethane composite. wood fl cr 4l ,.yarwrlfle t/kf'• ;osite,,t mI% 6• 7 thickness. a GI 'GArC 'a pl• tiesitK'm• Gr-I•S Ply Sheet: Two or more 1ay�nd•1j ?- `• �' � / • • Ply 6' ••!• Cap Sheet: Type G3 'GAFGLAS Mi:v t Sufficed Ca7•SheeC!tieb'op� e''• Deck: C-15/32 • • Intl mac• • al(Z • Insulation (Optional): Qtsm•ot P: : :e layers p:'.:.:. woa4alqfi►o -., fiber, Isocyanurate. uretlsazte.op irate /isocyantiree composite.•rerl :.!/ urethane composite. wood :ibeP /is�,.cyanuraas4g-;osite. phl?B.ic• a -7 thickness. • • • • Base Sheet: Two or more Itrertf•Typc C16, •rt CO. • • Membrane: One nr more layers cf .rubcroa+Ptiyei; (smooth or gr :rn'e)• 'Ruberoid Torch Plus' (granule). ' Fuberoid }(Gp•(susuulli or gut :ul''. cr 'Ruberoid Mop Plus' (granule). Cap Sheet: 'GAFGLAS Mineral Sum(tced Cap Slice:', hot nmorre4• 11 1111 1111 111 11111 111 11111 11111 1111 1111 CFN 2008R01!32388 OR E?k 26220 P's 2216; (1p i) RECORDED 02/'12/2008 11 n 19 n 05 HARVEY RUVINF CLERK. OF COURT MIAMI -DADE COUHTYi FLORIDA LAST F'AGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1( .-3zozO1 1'. c950 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal d- ri•ti.n of .rove and reet / addre kaP Lk/ 2. Description off im�proUve�ment: LO 3. Owner(s name and address: • ::s u A■cIt1-►t. A A/ ilt Interest in property: d. S 1 vtA ' Name and address of fee simple titleholder: 4. Contractor's n -me and ddr -ss: L � •at►.I►k L9 •4 ■ f k ' SI ►Tr�7'i1�- �v.�.'i[�'i:�ri��►:�i �►�►�i�' 1r+siT�� 5. Surety: (Payment bond required .y 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) ur!of Print Owner's Name w Sworn to and subscribed before me this 11 day of Notary Public: Print Notary's Name: My commission expires: ,�,, ,�,,,, Prepared by Fekt. , 20 ta_. Address: g A. Romeo 4 MY mission DD318941 Exoires ne 22, 2008 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true copy of the original filed din this office on 1 R day of YLCCt, , AD 20 O O WITNESS my hand andllffecral Seal. MARY VI E K, of Grcujt a gunly Courts 9y D.C. tNnEt� l� etv tie J T. +PO 1. • 44C;a' r P.e• y.ailLn� . WES,1,. .I.EVA•rioH • tot P.. . 0•..441 3i.010.14 le my.* 14340 Cf4,-/ 3. %•iet' l.nol. - i' i ;2r.�x /oh ttek a - "�� /,, ,/,, is iea,€41.4-- _1#4;.; «d, 4.%* #H. • 4 t‘ia 4- i • ; **1 fe•s•leo -•• dalrl• • 1.3 •• .4 • . • • • 4 ZES Ze. • 4•A6.,,N 4041irjei • - / : • • • • • . • :.• or . .• • tAfT 11..tVkl-101, • .6-÷7-77-- -rr.'• - 1- au-76 mu • 1 5Cif abas'd Lee ea. . ..• . . • • V...9.-41.2 • The'r,..41rada • Ye4).-1Ae,i.$4.4 Ameho,1:- • • ' • fd • 511.t..P.vi• . 144.1 I. 14 • rm.\ .1.1.■ . . .. • , lik1/4),, 1 . . . • - • • . - . 44.: l rwit 16.1 ' T • . , ' . t..s.4' ,e■ •4e.l./ ' • s , ' ' • , . c. ' 1 i ! Satatall 14•101. . • i.; 10:••,0" .. 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Id • J..: eat. . e .11 • .77 • RE: Permit # PF 2..0$ a.60 Sri S4mie4 figiele e 2,04 rxmeat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 756.8972 www.miamishoresvillage.com DATE: g-/s. 7/08 INSPECTION AFFIDAVIT TD 1J , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: �7 7 -3 On or about 4-1 log , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at L ff--'' l Li Li NE I0;t. SF. Pliatimi Shores / FL. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this g " day of re r v4 v 9 IUb2g A. Rome / Notary Public, Sate of Florida at Large C,2 My Commia3 on DD311iO4t a v,^ ExpireAune 22, 2005 { 'YVA *General, Building, Residential, or Roofing Contractors or ny individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection