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RF-07-1668Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/16/2007 Inspector: Grande, Claudio Owner: HARDWICKE, SUZAN Job Address: 240 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: DALEY ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060134020 Lot: Phone: (305)754 -9892 Building Department Comments RE -ROOF FLAT ROOF REPAIR LEAK ON TILE ROOF APPROX. 10 TILE ci Passed Inspector Comments CREATED AS REINSPECTION REINSPECTION stands to roof deck. until inpected by 10/12/07 Corrections to above /Jed( FOR INSP- 59897. CREATED AS FOR INSP- 58108. Need pictures of attachment of AC Roofers on job were instructed not to cover fasteners inspector. 8/27/07 CG. requirements are not done. CG Failed Correction Needed C� As , ,0 Ava-tlace-5 Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, October 15, 2007 Page 2 of 2 Miami Saved Viaa9e 'e Voter/Rea 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 -795 -2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS PROPERTY LOCATED AT: aqo "e 7 S� As Ccc c 71g0 Permit number (9% Issued to DA Ley Rex F; j u C. ,gwma OCT 1520117 DATE: I01(S) 07 license contractor of subject property, I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Type of inspection missed 4-1 +9-EHDD7- C i-ANdS 7 O C rovcro 1 P. 0/4 ..ey OA1Je t P. OAL ey (Prime Contractor - qualifier) (Print Name) State of Florida County of Dade: 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 1 1fi day of ®two aQ a Notary Public, Sate of Florida at Large �/(�C� �1 �ry 9 144.,sproc. 1,010° Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2294 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 o 2001 ?� BY: _ _ (itJW o--- -- -oso /ol014X trig. - Permit No.PeCT7 1(0615' Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) E U 14-14-40 Witte Phone # • Owner's Address c2-40 it.,E 11 Ca! City 114 iim't 1 S I k Q..$$ State C4— Zip 33 I S� Tenant/Lessee Name Phone # Job Address (where the work is being done) 240 kE Q7 ST City Miami Shores Village County Miami -Dade Zip 33 138 FOLIO / PARCEL # 1 1- 3 20 (p - ®I 3 ®402-0 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address D - c.-e-v 12°0(4,46 /AlG Phone # S 7s-4- 4e12, City in (6144.4 State 4-f ` aetee1 bakti Qualifier Name Zip 33 /Lo Phone # State Certificate or Registration No. 50 /q 0 Certificate 9f Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: 50-40.00 []Alteration Phone # Squire / Linear Footage?Of Work: 95 :ra ['New CRepair/Replace 0 Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * F * * * , ****** ** *;G * * * *** * * * *** * ** * * * * * ** * * ** Submittal Fee $ Permit Fee $ 2,ff) P CCF $, l CO /CC Notary $ 5 Training/Education Fee $ . �� Technology Fee $ zis Scanning $ q — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2.7 5:05 $ee Reverse side --a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work .... Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that 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 Signature Owner or Agent The foregoing instrument was acknowledged before me this 5 Signature Contractor The foregoing instrument was acknowledged before me this i1- 7, by 6424 h.) reiva .+, day of Put3 u 1 , 20 07, by D : *y me or who has produced who • er - y known; me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBUC- STATF. of FLORIDA " MONA LEE PRIETO ,."'"N Commission #DD633851 z ;din± %.„„„0..1 c Expires: JAN. 28, 2011 BONDED THRU AT[.Tlc BONDING CO., INC. NOTARY PUBLIC: on Lee *sae My Commission Expires: lam APPLICATION APPROVED BY: (Revised 02/08106) NOTARY PUBLIC: My Commission Expires: V g ©00 % Plans Examiner / Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY BUST BE POSTED ON THE JOB SITE AT TIME OP FIRST INSPECTION PERMIT` NO. 12PC-n-- IS TAX FOUO NO. STATE OF H OFOUA: COUNTY OF MIAMI -DADS THE UMDEAOGNE D i gives notice twat improvemenis me be made to certain real property, and in accordance vat Chapter 713, Saida Stannes, the following ksforrrtaiion is provkled in this Notice of Commencement. li1111111111111 111II111II1111111II11 C :FP4 2007RO785931 OR Bk 25842 Ps 3335; Gast RECORDED 08/08/2007 11:52:44 HARVEY RUVII4 CLERK, OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: O 17 S 7" 3 /3 2. Description of improvement / eit,a0A P4 7 j2,4fi 0A) 7'71.6" 400P 3. Owner(s) name and address: S r / i47i-4/2G✓/C.1e & Zu/0 j Q1 ST, IVlaikt`S/1 C 4/33)38 interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: t o likel iledgid R/ I^j /N C, litr r A- 1ii9-m/ r-t 33 /to -5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ro 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 Xa)7., Florida Statutes, Name and address: JJ E 8. In addition to hlmself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: NItr 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) Al ./ Sign, re of Owner Print Owner's Name 6 147-ctritztreitoviake, Sworn to =, -': _ 1� this 5 day of Commission #1 11 Expo;: JAN.28, Notary Pubilasen sssxu ATLANTIC aorm to mt. no. Print Notary's Name My rnmmissinn rrxnirac- 415 Prepared by Dadt-ii-14-1-e-ty 200 .. c?c ki 14 ' tt j d-►-a G.. Addr : 7 ,t /1///t/ /tJI ST �0wt4 , F13311,4 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that &is is a true copy ofthe Wit ed In this oflf Q VS .A020 8-1 WITNESS HARVEY BY nd and at Seal. I,CLERK, S )?` ''toustyfol ipt AU6 0 7 2001 a Y: -U/t) 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 govern 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 ite bee • r' *1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (H g 1• c ty H rri n Zone) are for the purpose of providing that the roofing system meets the wind resi ,t. nd v ater i trusion performance standards. Aesthetics (appearance) issues are not a consideration res • ct to wo anetiip provisions. Aesthetic issues such as color or architectural appearance, that are no be addressed as part of the agreement between the owner and the contractor. . •. • • 2. Renalling Wood Decks: When replacing roofing, the existing wood roof, • s a, =to be re ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane ones ) ': �orida iidi�g Code. (The roof deck is usually concealed prior to removing the existing roof system). •••• •••• 0....• ••• • _3. Common Roofs: Common roofs are those which have no visible delineation batvteen neighberir$g unit (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing coditagttt 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 th&ttof tleckin aan be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing'il penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option ofmaintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause 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. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 Flo 'da Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. / . 1 /Agent's Signature gt10 1V6 q7 si Property Address 03 LP/ Date Contractor's Signature Permit Number Rev :•112012005,Camputer Services, Building Department OOOOOO • • OOOOOO • • ...... • • ..... • •.0.. ....0. • • .0.000 • 0000.. • SUBJECT TO COMPLIANCE Vvi StgTEANU ALL FEDERAL COUNTY PULES AND REGIJLAThrJS High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Section A (General Information) Process No. Contractor's Name: 1 c. Job Address: 1 0240 c.s �O Roof Category l_ow Slope E Mechanically Fastened Tile I— Asphaltic Shingles I— Metal Panel/Shingles IT Prescriptive BUR -RAS 150 r Other: I Page 1 of 1 I— Mortar /Adhesive Set Tile •••• IT Wood Slingtes/Shakes •. • •, • •• • •• • • • • • • • •••••• • 000000 • Roof Type • r New Roof IXRe- Roofing r Recovering X Repair r Maintenance • • • • • • Are there Gas Vent Stacks located on the roof? r Yes I No •• •• If yes, what type? r Naturpl N 6PGX • • • • • • •• • Roof System Information Low slope roof area (ft.2) 1 W J tO Steep Sloped area (ft.2) 110 Section B (Roof Man) Total (ft.2) 1 Q+LP • •••• • • •••• ••• • • • •• • •••• • • •••• ••• • • •• 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'): 1 Comer Size (a' x a'):1 ®� -tzto Page 2 file:// C: 1My %20Documents\appendix%20e.htm 8/7/2007 •••••• • •• • • •••••• • • • • ••••• •••••• •• • 000000 • • • • Page 1 of 2 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. N a component is not required, insert not applicable (NIA) in the text box. Roof System Manufacturer. NOA No: 1o3 OSO/ b- System Type: I %%i'Y ' Wmd Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 5 .- psf (P2) Perimeters: I pi' 3psf (P3) Comers: 131, f psf Maximum Design Pressure, From the Specific NOA System: �_psf Deck ham: I5/8" Plywood :LE *These decks require a fastener pull test by an approved test laboratory Other Deck Type: Deck Support Spacing: Slope :1 RcU :12 Fire or Vapor Barrier: r/Base Sheet & No. of Ply(s): An /Base Sheet Fastener /Bonding Material: Insulation :. se Layer Size & Thickness: Insulation Bas Layer Fastener /Bonding Material: Insulation Top La = Size & Thickness: Insulation Top Layer Fa, ner/Bonding Material: Wood Nailer: Wood Nailer Fastener Type and cing: file:// C:\ My%20Documents\appendix %20c.htm Base Sheet(s) & No. of Ply(s): I / pcy Base Sheet Fastener /Bonding Material: r, S. tvof n4J , /54 • • 0 • ▪ ••0• Av% • •0000• Ply Sheet Fastener /Bonding Material:. 41. • N / ,2" Ply Sheet(s) & No. of Ply(s): Top Ply: •• *. }• 1 Magic/ .s : •• Top Ply Fastening/Bonding Matertbt• • • • • • • . Surfacing: • - • • 0000 • • •••• •• • • • • •• • • •••• • • •••• I 7xCA4 • •00* • • •••• ••• • • • •• Single Ply membrane: Single Ply Sheet Width: Imo— 1/2 sheet width: No. of Single Ply 1/2 sheets: r----_ Single Pty Membrane Fastening/Bonding Material: ••00•• •• • •••••• • • •0.000 • • ••••• • • ••••• •••••• •• • OOOOOO • • ••••.. • • Drip/GS Edge Metal Size & Gauge or weight: , 3 /2 3 Ara ft Drip/GS Material Type: , • Drip/GS Hook Strip/Cleat Metal gauge or weight: I N/A 2:1 Parapet Coping Metal Size & Gauge or weight: I N/A Coping Material Type: I N /A1 Parapet Hook Strip/Cleat Metal gauge or weight: I N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: / o% laps & I 2- rows la FT' ' o/c 2. Perimeter: I � ° o/c @ laps & I rows (dl I F ' o/c 3. Comers: 1-67" o/c @ laps & I y rows @ E o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: I� Perimeter: I---- Corner I� Fastener Type : I N/A Altemate Fastener. I 8/7/2007 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. ar,pei ' lHeizbt • • • • • •• • •••••• • •••••• •••• • • • •• • •• • • • • • .•• • • •••• •• • • • • •• • • •••• • • •••• ••• • • • • •••. • • •••• • :5rIe:In (octHit • it ••• • • • Page 3a file:// C:\ My% 20Documents\appendix%20c %202.htm 8/7/2007 •••••• • • •••••• • • •••••• • • • • 00000 •••••. • • 000000 • • •••••• MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI 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 Alp 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 apd Produi" • Review Committee to be used in Miami Dade County and other areas where allowed by the Auubm'ltyHavm • Jurisdiction (AII). •••••• • • • •• • • ••••.• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couatijr" Pfgduct caws)! Division (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County)•rese$ve the right to have this product or material tested for quality assurance purposes. If this product or ma ?.ril•:to perfdtdo the accepted manner, the manufacturer will incur the expense of such testing and the AlJ1 jX inmonediatdlq revoke, modify, or suspend the use of such product or material within their jurisdiction. BOIA fesDrves th ;right to revoke this acceptance, if it is determined by Miami Dade County Product Control Divisio i that this pr8dyct ar 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 I1igh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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 daze 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 thernufacturer 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- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 034501.02 Expiration Date: 11106/08 Apprpval Date:10/23103 Page 1 of 32 ••••.. • • • ••••.. • • •.•.•. • • ••••. • •.•..' •••••• • • • ••••.. • • •..•.. Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19//2" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. Alt General. and System L witations shall apply. Base sheet: GAFGLAS #80 UkimaTm Base Sheet, STRATAVENT Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- Welerm Smooth or RUBEROID SBS • Heat Weld 25 base sheet mechanically fastened to deck as describIad 11e1gw; •••• • .. . .. 1 Fastening Options: GAFGLAS® Ply 4 , GAFGLAS Flex P1yT" 6, GAFGLAS #75 BaseSheet or egyl . • of above Base sheets attached to deck with approved annular ring shank4laits and . tin caps at a fastener spacing of 9" o.c. at the lap staggered and intgws 12" • • • •.. • • o.c. in the field. •••• (Maximum Design Pressure -45 psf, See General Limitation #7 j1 • • GAFGLAS® Ply 4 ®, GAFGLAS Flex PIynt 6, GAFGLAS #75,t4§;§ heet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) ff 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 fie1d•efthe sheet►•. • (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyrm 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 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAMUT) #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}' 1'11E) 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 -6O 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, 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 -7S psf, See General Limitation #7) Ply Sheet (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTm Smooth or RUBEROID SBS Heat-Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 ••11.• • • • • 11.1.1 • • 11.1. • • 1...•. • • 11111• • • 1.•111 • • Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat WeldTh PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR., RUBEROID® SBS Heat WeldT , RUBEROID® SBS Heat-WeldTM Smooth, RUBEROID® UltraCiadTM SBS and RUBEROID® SBS Heat We1dTr 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat • • • of approved asphalt at 60 lb./sq. • • •' • 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sg, • GAF • •. WeatherCoat® Emulsion at 3 gaL /sq. (Torch Smooth applicatjgiggly) '' • • 3. GAP Weathercote® MB +(Matrix 715 MB Coating), A pplied atd to 1.5 •.. • gaL/sq. •••• •••• 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Appliehgt•1•+ 1.5 • • • .••• gaIAq. Maximum Design Pressure: See Fastening Above • •• •• • • • • • • • • • • • • • • • NOA No: 03-0501.02 Explratfon Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Th 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V" Dens Deck or ti 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 Amll 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 lbssq., or mechhtaicad.y •• • • •. attached using the fastening pattern of the top layer • • .' • •••• 3. All standard panel sizes are acceptable for mechanical attachment. When applieci.in: approve, . • me • asphalt, panel size shall be 4' x 4' maximum. •••••• • 4. An overlay and/or recovery board insulation panel is required on all applications oytf t19sed cell ••• foam insulations when the base sheet is fully mopped. If no recovery board is used ihf •base sheet...' shall be applied using spot mopping with approved asphalt, 12" diameter circles, 23 v el or 1y0 mopped 8" ribbons in three rows, one at each sidelap and one down the center of tin allowing • • a continuous area of. ventilation. Emir' cling of the strips is not acceptable. A 61 bre* shall be • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shit 11 • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited•tool Itaximigq 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 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 (Le. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers 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- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32of32 •••••• • • • 11.1.• • • OOOOOO • . 0010. • •1••11 OOOOOO • • • •0000• • • •0.1.1 07'03:02 '4110).14:52 FAX 8738283451 June 20, 2002 Mr. NGchaej J.Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470- 3689 Our Reference: R 1306 Dear Mr. Gads; This is in response to our eomvenation on June 20, 2002. As discussed, the fallowing o t., :oz/ by smut niceet Clam A cr;teria per ANSUUL,790 based on existing fire test data - Deck. C -15/32 Incline- 1/2 1n (Optional): One or mem tapas perlite, glass fiber, 'ssocy e„ perfiteFisecyaaurde analmsite, write/urethane w wood f1 r/isoc ate _ _� _ composite, BAY Base Sheet One or more layers Type G2, Rn eroid 20 or Ruberoid SRS Heat Weld Smooth. Ply Sheet. (Optional). One or more layers Type G1 or G2 Memtnarre- void SBS Heat Weld 170 FR*, "Ruberoid SRS. Heat Weld FR" or Ruberoid SRS Heat Weld Plus" (fluty questions arise on the above, please contact the writer. Very truly yours, 3339E PAIdAtivokillissiis 600631%7166 UPSWewasteeta •••• • • • •••• • •00•1. • 11.111 •••• •011•• ••11••0 ••11•• • • • •• • • • • •• • •••• • •••• • ••• • • • * •••••1 • • • 0001•• • • 0••••• • • •1••• • • 00000 ••••11 • • • • • • •••• • • • • •••• • M!• • ••• • •••••• • • • •••1•• Douglas C Miller L:rigincering Group Leader Fire Protection Division A *4er tuefiterevisear dedsded to ouII+c We* ere ccanr+atmd to isatIV woo Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 - 8972 - 1 Inspection Number: LISP -59351 Permit Number: MC- -07 -1 773`_ Inspection Date: 09/06/2007 Inspector: Perez, JanPierre Owner: HARDWICKE, SUZAN Job Address: 240 97 Street NE Project: Miami Shores, FL 33138- <NONE> Contractor: SOUTHEAST AIR CONDITIONING Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060134020 Lot: Phone: 305 -769 -9959 Building Department Comments RAISE ROOF TOP A/C UNIT FOR MEW ROOF SEP1o16 Passed Inspector Comments Cfj 5/ 7 OM Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, September 4, 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 PERMIT APPLICATION FBC 2004 (98I22I01A(/` Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address a YD City Aci.y,i, SX0"es State JemA Covr 5' ? $& Ff Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # AU16 2 i AR Permit No. MC O1 — /1'73 Master Permit No.g' O7' /6;67 aitetaxliftte # se's- 7s9 —y337 Zip 3 3/3 6 Phone # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name S f "Tc.ta f' f )Q(A eftedefi a .i Phone # Contractor's Address / 3 P V /4/1.4-. G C f City j/i7.M, a State /C/ Zip 33 /G' Qualifier Name /jelly,/ Psi 5", r LQ Phone # 3cr -749- State Certificate or Registration No. C E -MAIL: Sect 4 CAliv. cr Irso� Certificate of Competency No. C.4. Architect/Engineer's Name (if applicable) Piione # Value of Work For this Permit $ ►f Type of Work: ❑Addi • n Describe Work: 4:24 /100 Square / Linear Footage Of Work: ❑Alteration ['New Ah gOvA .4,10 ❑ Repair /Re�+lace U ry I 't TZ�— ❑ Demolition yV � ******** .*** * * * * * * * * * * * * * * * * * ** * * * * * * * ** Fees*************** * * * * * * * * * **. * * * * * ** * * * * * * * *dc ** Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ ti00 Radon $ ©-2n DPBR $ Bond $ Code Enforcement $ Structural Review. $ CCF $ 0 <00 CO /CC Technology Fee $ 2.5? Zoning $ Double Fee $ Total Fee Now Due $ !1'L1O• 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument wa acknowl j%ged before me, his / The foregoing instrument was acknowledged before me this �� day of�._...J_ by ■ ,; ..`�i'� ., ► AU-611a1 , 20 64, by }' I /4l(4e1 ��4 , or who has(;iduced who is personally known to me or who has produced 1'I As identification and who did take an oath. 'DPW'S 14C 2.6g0 as identification and who did take an oath. Signature Contractor NOTARY PU_ii IC: Sign: . ry Print: 09-711' _$--./11177- eV/a -��' y /tae k My Commission Expires: NOTARY PUBL Sign: Print: My Commission Expires: ............................ 1.,,, i4..m.., rtir4ex9tskic ....k oex* at+ k &vk9eotexlr9rk4e....�kx9c�&... aO ` Expires March u, 2008 i 1 112s, —7 APPLICATION APPROVED BY .*** * ** * * *** ***** rr (Revised•02 /08/06) ,7 ? Plans Examiner Engineer Zoning Aug.21. 2007 3:28PM SOUTHEAST AIC INC 305 687 3679 Southeast Air Conditioning, Inc. 13840 N.W. 6th Court Miami, FL 33168 (305) 769 -9959 Fax (305) 687 -3679 i r Submitted to _ Ms Suzanne Hardwicke 240 NE 97 th Street Miami Shores, Fl 33138 i I I f I I- 1DESCRIPTION 1. To remove existing unit and ductwork for new roof. 2 Fabricate and install new stand for rooftop unit.(AC) 3. Fabricate and install new ductwork from unit to wall, insulated sheetmetal. 4, New electrical hook -up. 5- Permit. Same No.7114 P. 2 DATE Proposal Proposal # 8/14/2007 ; 4590 Job Name Job Quote: $ 1,500.00 (4- oo "14' We Propose hereby to furnish material end labor- complete in accordance with above specifxcefatms, 1 ayr nt to be made as follows: 50% before commencing any work and the remainder upon completion of work. All material is guaranteed to be as specified. AU work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to tarry fire, tornado, and other necessary insurance. Our workers am fully covered by Workman's Compensation Insurance, Acceptance of Proposal - The above prices, spedficetions and conditions are satisfactory and are hereby accepted. You are authorized to do the work AS specified. Payment will be made as outlined above. AMOUNT 1,500.00 Authorized 5gneture No This proposal may be withdrawn by us if not accepted within Thirty DO days. Signature Signature Date of Acceptance: Total 010--07 1,500.00 • • • • ••• • • • • • ••.• • • • • • • • • • • • •••• • • ...... •• • • • • •. • • •• • • •• •• • • • • •... • PERMIT #: NCB (- /'73 Miami Shores ViIta. e SUBJECT TO COMPLIANCE WITH ALL FED RAL STATE AND COUNTY RULES AND REGULATIONS v 1474rwid": kat) (),) ca y0 b.)E cn .Si; Alto- IteN F1 33 I V? � �C�gIITg� AUG 2 ➢. 2098 !�� BY:-�CSL"- -- --- r.t,tfth.) p) siiOt vat Lett:0*. 34 1141-0 lam" Soar -)4 13tiva C ADJUSTABLE CONDENSING UNIT BASE "ALUMA STAND" Exposure "C" Pad Typica A/C Unit Contractor Hlnmi n m Bail (See diagram) 1.) Provide 4 -22 Oa gals. hurricane straps (see note 9) per A/C Unit (by IISP, Miami Tech, or similar) Optional attachment methodic H) Use 1/8" fillet weld all around ea. strap B) 2 - 5/8" #10 `'rek Screws" to Mama Stand rail and ame to A/C Unit 2.) 4 - 3/S" x 3/4" lg. 1307 steel galv. bolts to Mama Stand 1 1/2" OD with .090" Wall 4' 11 3/16" Base Plate 1 1/4" x 1 1/4" x .093" 1/4" x 3/4" 141. thombsaew, 20 tarns Edam torque for thumbscrews 20 ft/lbL or to rest horizontal wind load of 500 au 5/16" Bolt & Ant / m=1r l "xl "x1/6" \p- A/C STAND RE,Ac"TioNS ■ABLE ROOF MATERIAL ALLOWABLE ELEVATION Q145 MPH ALLOWABLE ALLOWABLE UPLIFT ELEVATION WGT/IIN1T 0 150 MPH (Monroe County) BENDING MOMENT Concrete Deck Steel Bar Joist Wood Deck 300Ibs 175# 125.0 ft lb 45' 33' 300lbs 474# 144.0 it lb Notes 1 Frames 6061- -T6 /6005 -T5 Aluminum Alloy (an exterior exposure alloy), all joints welded, other than shown 2 Yield strength shall be 35 ksi and conform to the American Aluminum Association standards 3 Weld filler shall be aluminum alloy 4043 with a tensile strength of 15 ksi 4 Frame withstands wind loads as per 2001 Florida Building Code & ASCE 7.98 5 It is the responsibility of the installing contractor to provide adequate anchorage as shown on this plan, and to provide corrosion resistant isolation pads at the bottom of the base plates when bearing on concrete and steel structures 6 Expansion bolts & lags screws shall have a minimum sparing of 2.5" & a minimum edge distance of 1" for lags and 3" for expansion bolts 7 Vibration isolator pads shall be provided by the A/C Contractor so as not to cause vibration to existing sub- structure 8 Calculations are based on the surface of the A/C unit. This is determined by multiplying the unit width by the unit height, with the result being the surface square footage. The maximum sizes allowed for the Aluma Stand are denoted in the table depicted on page 2. Complies With ASCE 7 -98 DEIGN WIND PRESSURE Maximum Wind Pressure A/C Stand on Concrete Roof or Steel Joist Structure 67.8 psf A/C Stand on Wood Deck Roof 59.0 psf Typical Connection to Std Weight Concrete FASTENERS: 4 -1/4" Hnti "ICWIK Bolt 11"" w/ 2" Min Embedment OR 4 -1/4" Dies Rawl Mushroom Head Spikes w/ 11/4" Min. Embedment Base Plate Concrete Deck Concrete Beam RAIL SECTION 1 4« t (--_, r L. 1 „r Typical Connection to Steel Joist CLASP DETAIL 41. 2TRE Cut away metal deck plate to bear directly on joist top chard OPTIONAL Four (4) #14 Self Tapping Tek Screws 4 - HILTI Model #EDS22P10 x 3/4" Lg. Power Driven Fasteners (typ. ea. baseplate) BASE PLATE DETAIL 4" • r \ • • 4" OPthand riald _J_ DiBal _J• • New >mla ® • Tad Toss Joist Stiffener Requirements I< >1 t t /1/4N2(".. Add web member when A/C stand support is not on panel points Drawn By: CNP Typical Connection to Wood Beam/Truss OPTIONAL 2 - 3/8" lag screws w /31 /2"Min. Embedment into Beam /Truss (typ. Ea. Base Plate) PRIMARY 4 - 3/8" lag screws w /21 /2"Min. Embedment into Beam /Truss (typ. Ea. Base Plate) Revision Dates 5/3/96 7/30/96 11/25/97 12/4/01 2/27/02 Side 1 of 2 System Configurations Drawings Are Not To Scale 1 UNIT SYSTEM 3 UNIT STAND UNI"lTiSIZE TABI..I' 6 Foot 9 Foot 12 Foot Stand Size 3 Foot 3 Foot Roof Type Steel/Concrete Wood 'Alt Roofs All Roofs All Roofs Multiple Units Max #Units 1 Max Size Ea. 9SgFt 1 7.5SgFt 2 4SgFt 3 4SgFt 4 4SgFY Single Unit 9SgFt 7.SSgFt 8SgFt I2SgFt 16SgFt 2 UNIT SYSTEM Side 2 0E2