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RF-09-1440 �s alt ose� Miami Shores Village �`� 1� ` .�. 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 ory 0 Phone: (305)795 -2204 • < W , -OR Expiration: 03/0312010 Project Address Parcel Number Applicant 1 1438 104 Street 1122320320290 I HENRY PETRASEK Miami Shores, FL Block: Lot: Owner Information Address Phone cell HENRY PETRASEK 1438 NE 104 ST MIAMI FL 33138 -2664 Contractor(s) Phone Cell Phone Valuation: $ 13,500.00 QUALITY ROOFING CONTRACTORS 11 305-751-0382 Total Sq Feet: 3400 Type of Work: Re Roof For Inspections please call: Additional Info: (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $8.40 RF -8-09 -35743 $ 353.32 $ 50.00 Education Surcharge $2.80 "' Permit Fee - New Roof $325.00 RF48 -09 -35743 $ 353.32 $ 353.32 $ 0,00 Scanning Fee $9.00 Check #: 25801 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $8.12 Total: $353.32 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 09, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 09, 2009 1 Miami Shores Village 0 �� r g ' AUG '7 200 !� oil Building Department ... .. 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 8�: __._ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit rro. Q 44 PERMIT APPLICATION master Permit No. FBC 2004 Permit Type (circle): Building Roofm Estate of Henry Petrasek Owner's Name (Fee Simple Titleholder) Robert necker /Personal Phone# (305) 573 - 1300 Owner's Address 1438 N.E. 10 4 Street Representative City Miami Shores State Florida Zi 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1438 N. E. 104 S t re e t City Miami Shores Village County Miami -Dade Zip 3 FOLIO /PARCEL# 11- 2232 - 032 -0290 Is Building Historically Designated YES NO X Contractor's Company Nam Roofing Contractor , Phone# (305) 953 -3333 Contractor's Address 13800 N.W. 1st Avenue City Mia-ni State Florida Zi 33168 Qualifier Name Carlos Arocho phone# ( 786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 13,5 0 0 .0 0 Square/ Linear Footage Of Work: 3 4 0 0 s q f t . Type of Work: DAddition LIAlteration QNew Ek Repair/Replace ❑ Demolition Describe Work: Reroof to a new Mineral Cap sheet roof. Submittal Fee $ 5y°�� Permit Fee $ -T CCF $ @0yee Notary $ Training/Education Fee $ a' Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side -4 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 properly 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 o `� � Signature Z, � Owner or Agent Contractor The fore oing instrument was acknowledged before me this .2`m The foregoing instrument was acknowledged before me this day of , 20Q R, , by day of , 20Q!, by &. A©� �6 @A who is Rrsonally kn own to me or who has produced who is rsonall own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: •'Lo Sign: t dip Print: " 0 ' — Print: o t My Commission Expires: )04708V :*Z My Commission Expires: a9 ®• ®'0 4 ?�� e ^ P10 @ @601t� IPII @9ttBt APPLICATION APPROVED B � Plans Examiner Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT D ek2 0284;x{1 b978 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 08/2712009 12 * a 1 0 HARVEY RUVINP CLERK. OF COURT MIAMI -DADE COUNTYP FLORIDA PERMIT NO. TAX FOLIO N0. 11- 2232 - 032 -0290 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/ address: 1438 N.E. 1 0 4 Street Miami Shnreg F1 33138 2. Description of improvement: Reroof to a new Mineral Cap sheet: roof. 3. Owner(s) name and address: Estate of Henry PetraseklPers =anal Rere3entative Robert De ke 1438 N E 104 Street Miami Shores F1 33138 Interest in property. Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 1 R () [l N W 1 G"y Miami i F1 431 6R 5. Surety. (Payment bond required by owner from contractor, if any) Name and Address: N /A Amount of bond $ 6. Lender's name and address: N/A 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: N/A 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: N/A 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) W4 . Signature of r . ��— Print Owner's Name - eroraa.0 e-jo ye6;ena -aft rye Prepared by Carlos Arocho Sworn to and subscribed before me this day of , 20 art Illun�ni Qu.1lit. Roofing N Public: �� e• OUHF�� Address: Notary y g contractor ry •• y 10 s venue Print Notary's Name: � ®� • � �, F_� hg My commission expires: S Miami , (30r-) 95 ° a� O DD 4Y� s - -- all Wk *;&Io 8 T 0 ST / %i F- OF FLORIDA, COUNTY OF DADE Fr,Cy C0l�F I HEq.2gv CE. that Pies Is a ua � of the or�a a; ;t. in this o.hca on 4 1 _ / h -� da of J G . V S A D 20 VV1T 2 V:_: m hand and oitic+�r Seat, it (b, CLLR {, orcu ounty Courts �G Bgt G.C. S C C � 6 � oRFS ` � t XWut SAM " f /alp 94 vol" rem 10050 NE 2"d Ave' Miami Shores, FI 33138 per `" Phone 305 - 795 -2204; Fax 305 - 756 -8972 o w e amp' OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Auer. 26, 2009 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner'sName: of H Petrasek/ Robert Decker - Personal Representative Property Address: 1438 N.E. 104 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: I Robert Decker /Personal Represen certify that I am not required to retrofit the roof to wall connections of my building because: XW The just valuation for the structure for purpose of ad valorem taxation is less 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) Signature Print Name . . .... ...... ...... ... ...... State of Florida • • • • • ; ....: County of Dade 0000 • ..... . .... ..... ..... The undersigned, being the first duly sworn, deposes and says that he /she is the 06ntfactor fdrthd abov •• 00 0 0 : 11 ® ®i11 • property mentioned. �I�R10, ® ®,,, Sworn to and subscribed before me this day of OD Notary Public, Sate of Florida at Large _ 4 LL % m �.�6` "amp, �� ; •,� Al * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than 000.00, and the buildlnW/ F 1 • \`® ith FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for a t of to Wall connection HurriN"bEE61404ttl9�. i Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI•DADE ' Property Information Map " { rme taSTH sT° , i� a • Summary Details: Folio No.: 11-2232-032-0290 �;_ , •,+, ;_ .n. Pro 1438 NE 104 ST Mailing HENRY PETRASEK Address: 1438 NE 104 ST MIAMI FL 3138 -2664 Pro aer, Information: dF Prima Zone: 1100 SINGLE FAMILY t J ry RESIDENCE HE tQ4TN 8T — 0001 RESIDENTIAL- of LUC: S INGLE FAMILY kL BedsJBaths: /2 _ Floors: 1 e . LIvIng Units: 1 d' Sq Footage: 2,311 �' M Lot Size: 8,850 SQ FT ear Built: 1951 a f ENE 103RD gT , • Le al RIVER BAY PARK ADDN +�r ' y Description: PB 40 -72 LOT 8 BLK 4 LOT SIZE 75.000 X 118 i g _ Assessment Information: 2009 2008 .. Land Value: $154,864 237,699 uildin Value: $188,439 256,036 arket Value: $343,303 493,735 ssessed Value: $343303 145,613 Exemption Information: �g to2ND 9T,,.- ear• 2009 2008 Digital Orthophotography - 2007 0 112 ft Homestead: $0 $25,000 nd Homestead: NO YES This map was created on 812612009 8:33:08 AM for reference purposes only. Taxable Value Information: Web Site © 2002 Miami -Dade County. All rights reserved. ear: 2009 2008 Applied Applied _ axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Glue• Regional: �Oi 343,303 • O- 6131 .... 50,600/ • uniy: • • �0(�34 3,30 •399,613 • • • • • • i••••i 4L _ City: • �$ 343,303 • $9566 / 3 • • drool Board 6:60 IS • 343,30 0/ • $12,613 :s • • •• •• • • •• • • •••••• •••••• • • • • • •••• •••••• • •••• • • • • •• • •• • • • • Goss http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 8/26/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name _Quality Roofing Contractor Inc. Job Address 1438 N.E. 104 Street Miami Shores, F1 33138 ROOF CATEGORY XX Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof X0 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3400sgft. n/a 3400sgft. Section B (Roof Plan) 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. 3� 6666 . 6666 6666.. 6666.. . .. . 6666. . . .. . 666666 0 .. ' 6666 606690 4-H ...666 6000 15.32 FLORIDA BUILDING CODE — BUILDING SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 designated space indicates that the item has been explained. r /Z`/� / l.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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�Z� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (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 neighboring 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. 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 owner 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 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. PondjQrCgnditions should be corrected. • 6.Overflow scuppers (wall outlets): It is required that rainwater flow olf so that tA;.roof is got overloaded from a buildup of water. Perimeter /edge walls or other roQ�.ea rgay bldClt ": this discharge if overflow scuppers (wall outlets) are not provided. It mgy instalL0. overflow scuppers in accordance with the requirements of: Chapter 1�5ARd 16 haraia and tire••' Florida Building Code, Plumbing. 0.0000 7. Ventilation: Most roof structures should have some ability to vent rr6tur0airfloy01tllfqugh tfib interior of the structural assembly (the building itself). The existing know t of atfM Ventilati6• • • shall not be reduced. It may be beneficial to consider additional ventfyg which:csn Pesult�in extending the service life of the roof. wner's /Agent's Sig ure Date Contractor's Signature Date HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slone APPlication) Fill In Specific Roof Asserimbly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacture Attachment (if a component is not used, identify as ( "NA' System Manufacture GEft3].Tf09ea Q lQ. FieIQ_a_"oc @ Lap, # Rows oc NOA No. OB4x/_07 Perimete oc @ Lap, # Rows--A— Design Wind Pressures, From RAS 128 or Come "oc @ Lap, # Rows -4— @ -6— oc Calculations: Number of Fasteners Per Insulation Pmax1: 2 Pmax2 ;-_82,5Pmax3: _124. Board Max. Design Pressure, From the Specific NOA Field _ WA A Perimeter N A Comer N A System _� 5 Illustrate Components Noted and Deck: Type: wood 1 x 6 Details as Applicable: Gauge/rhickness: Woodblocking, Gutter, Edge Termination, Slope ,5 Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet & No of Ply(s) N/A Strip, Base Flashing, Counter - Flashing, Coping, Etc. Anchor /Base Sheet Fastener /Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, YA Material Thickness, Fastener Type, Fastener Insulation Base Layer: N/A Spacing, or Submit Manufacture Details that Base Insulation Size and Thickness: N/A Comply With RAS 111 and Cha t r 16 5 co d ' A ,7^ - e Base Insulation Fastener/Bonding Material: c N/A Top Insulation Layer. NIA Top Insulation Size and Thickness: nj /A _ FT Top Insulation Fastener/Bonding Material: N/A Parapet Base Sheet(s) & No. of Ply(s): Bme Height Base Sheet Fastener/Bonding Material: 1 1/4' R/S nails ��' • • • • • v WT Ply Sheet(s) & No. of • • • Ply(s): (2) ply 1 V • 'VtAtin ••••• ••••:• Ply Sheet Fastener/Bonding Material: h • aloof • ;....: Type 111 uci;p g asphalt 3 . J leicht Top Ply: Mineral Smfaced ('cam Shy � � • ••• •••• ••••• Top Ply Fastener /Bonding material: • • • • • • •' ' •' • •: • T'Pe 1.11 ncPiJ asphalt •.. • • • • Surfacing N/A • • •••••• • • FLORIDA BUILDING CODE — RESIDENTIAL Y M 1A.M I.DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION - MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE NOA CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 (AW). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or 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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 Florida Building Cade and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over 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 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 termW4! • this NOA. Failure to comply with any section of this NOA shall be cause for termination" remo'vat bf " NOA. • • • • • ...... ... ...... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CgvaV, Florida, and : 0000 : followed by the expiration date may be displayed in advertising literature. If any pE>:tim bf theNbA is ..... displayed, then it shall be done in its entirety. 000000 0 0 0 . 60:80 0 0 . . .. 00 00 0 sees.. INSPECTION: A copy of this entire NOA shall be provided to the user by the marQt Cfter or its • ' 0 distributors and shall be available for inspection at the job site at the request of the Bilildin j Officaa'1"' 0 *00000 0000 .. sees.. 00 0 0 00 0 0 This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrQugh 21. • sees The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0227.07 MUMMRECOUNTY Expiration Date: 06 /19/13 Approval Date: 511 e 08 ROOFING ASSEMBLY APPROVAL Categor: Roofing Sub - Category: Built-Up Roofing Material: Fiberglass Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE )I. Test Product Product Dimensions Snecification Description All Weather/Empire Base 36" x 72; Roll ASTM D 2626 Asphalt coated, organic base sheet. Sheet weight: 86 lbs. UL Type 15 (2 squares) Flintglas® Mineral 36" X 36; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Weight: 781bs. inorganic glass fiber surfaced with . (1 square) mineral granules used as the top ply in conventional built -up roof membranes. FIintglasS Pty Sheet Type 36" x 180; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. IV or VI weight: 40/55 lbs. Type IV or VI (5 squares) UL Type G1 Flex- I -Glas or Flex- I -Glas 36" x 108; Roll ASTM D 5147 SBS Modified, fiberglass reinforced base FR Base Sheet weight: 90 lbs. sheet. (3 squares) G1asBaseTM Base Sheet 36" x 108'; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) No. 15 Perforated Felt 36" x 144, Roll ASTM D 226 Organic asphalt saturated felt. weight: 90 lbs. (4 square) Yosemite® Mineral 36" x 36; Roll ASTM D 249 Mineral Surfaced organic cap and Jiaer ...... Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. 6 . 6 • • 000.0. *00 0 . 0600•0 00.000 6 . 0 0000 .. 0 0 . 0 0 . •666 • •• •060• • 6 6.66.6 6666 66 6 .6 • 6 • 6 • •• •• •• • • 6666• • 666666 • • • • 6660 66.666' • • 0600 • • • • 6 0060•• 00 6 • 66 • • 0060 NOA No.: 08-0227.07 Expiration Date: 06/19/13 AM ut►o; Ce® Approval Date: 05/15/08 Page 2 of 21 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed PYROX Polyisocyanurate foam insulation Apache Products Co. ACFoam II Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck Water resistant gypsum board G -P Gypsum Corp. ENRGY4, ENRGY -2, Plus, Polyisocyanurate foam insulation Johns Manville UltraGard Gold, PSI -25 FiberGlass Roof Insulation Glass fiber/Mineral fiber insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville ISORoc Polyisocyanurate foam / rockwool Johns Manville composite insulation Paroc Cap Board Rockwool insulation Partek, Inc. Multi -Max, FA Polyisocyanurate foam insulation. RMax, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. # 12 & # 14 Dekfast Insulation fastener Construction Fasteners, Inc. Fastener •••• . . 8000 8888.. 2. Dekfast Hex Plate Galvalume AZ50 steel plate 2 7 /8" x 3'/4" Constakdoon Fasteners, Inc. 0 0 0 000.69 66 6 0000.0 3. -Dekfast Lock Plate Polypropylene plate 3" x 3 1 /4 " C ons c Fasteners, Inc. ; • • • • 0 6 . 6 8888 .. 8888. 4. # 12 & # 14 Roofgrip Insulation fastener for wood �R:UV`l�uilde Coif. 0 • Fasteners and steel. 0 •6 6 8.0 0 0 8888.. S. AccuTrac Hextra Insulation fastener for wood 4T* Auildepearg. -006:0 Fasteners and steel : • • 6 • • .. 8888.. 6. Metal Plate Galvalume stress plate. 3" round ITW Buildek4sz#. 3" square NOA No.: 08 -0227.07 MWMI4DE a NTY Expiration Date: 06 /19/13 Approval Date: 05/15108 Page 3 of 21 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 7. Gearlok Plastic Plate Polypropylene round plate 3.2" ITW Buildex Corp. 8. UltraFast Insulation fastener for wood Johns Manville and steel. 9. UltraFast ASAP Pre- assembled Insulation Johns Manville fastener and plate 10. UltraFast Metal Plate Galvalume AZ55 steel plate 3" square & Johns Manville 3" round 11. UltraFast Plastic Plate High Density Polyolefin 3" round Johns Manville round plate 12. Olympic Fastener #12 & Insulation fastener #14 Olympic Mfg. Group, Inc. 13. Olympic Standard Galvalume AZ50 steel plate 3" round Olympic Mfg. Group, Inc. 14. Insul -Fixx Fastener Insulation fastener for steel SFS Stadler, Inc. and wood decks 15. Insul-Fixx S Plate Galvalume AZ50 steel plate 3 round SFS Stadler, Inc. 16. Tru -Fast Fasteners Insulation fastener for wood The Tru -Fast Corp. and steel decks 17. Tru -Fast MP -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 18. Tru -Fast Plates Galvalume AZ55 steel plate 3" round The Tru -Fast Corp. 19. Tru -Fast Plates Polyethylene plastic plate 3" round The Tru -Fast Corp. EVIDENCE SUBMITTED: .Igt Aaencv/identifier _ Name Report Date Facto 0 0 �Glutual e�rch Corp. Fastening Requirements FMRC 1996 01/01/96 J.I. #3Y8AI.AM •••••• •• •••••• FMRC 4470 03/23/96 0 0000: E xterior �esearc>3 pesign, Inc. TAS 114 3513-08.02 08/15/02 • • • • • • • • •" TAS 117 • 3515.07.03 07/22/03 . . ..... .... ...... .. ...... . 00 .. ...... . ...... .... . . . • •000 • • • •• . • •• NOA No.: 08- 0227.07 nC tvr�r Expiration Date: 06 /19/13 ' Approval Date: oS/15 /08 Page 4 of 21 . 1 ' Deck Type 1: Wood, Non - Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or # 15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20- 351bs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 3001bJsq. respectively in a flood coat of approved asphalt at 601bJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galJsq. or Monoform compound; surfaced with 1 gal./sq. Sta -Kool non- Fbered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 ps£ (See General Limitation #7) 6666 . . 96.0•0 • 6666.. ... 6666.• •66198 • • • 99••98 9.98 • •• ••698 •996•• ••9• •96•• 00 09 • ••668• • • • • 9999 • • • •699•• • • • • 9999 • • • • • •0800• •060 NOA No.: 08-0227.07 rsnr� a cou Expiration Date: 06/19/13 • Approval Date: 05/15/08 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base &f �chor sheet. •••• •• :....: GENERAL LIMITATIONS: .' .. •• .• • .•.••. 1. Fire classification is not part of this acceptance, refer to a current Approy4d a0fnt j�tdlrials 00 Directory for fire ratings of this product. . .. • • .. •.: •.' 2. Insulation may be installed in multiple layers. The first layer shall be attached in e#x plianaowith ;... • Product Control Approval guidelines. All other layers shall be adhered in a fult wgMng of approved • • asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanli;'A11y'dttached b8ft " the fastening pattern of the top layer so ' ' . 3. All standard panel sizes are acceptable for mechanical attachment. When applied iw F jj; aved " 0069 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. 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 Professional Engineer, Registered 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 to 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 (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 Expiration Date: 06/19/13 a aaaae nrnr Approval Date: 05115/08 Page 21 of 21 • 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS UM ROOF COVERING MATERIALS (TEVT) :. Roofing Systems (TGPU) Continued Roofing Systems (TGM Continued nth g `; CEl011UA R6863 Ply Sheets: Two to three layers of Type G1 'Thntglas" ply sheet or T " 1M5 BEAVER GRADE RD, MOON TOWNSHIP PA 15108 G-2 "Glasbase" base sheet. >_ OTHER SYSTEMS Surfacing: Gravel or slag. ' O1 Class A 7. Deck C -15/32 Incline: 3 ya- v Building units used in this system are composed of foam core covered on Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified va 1 h , both sides with a 26 gain minimum coated galvanized steel skin, designated retarder. y VERSA PANEL VPl. , VP250, VP 00 or IlvTEGRITY R400, 8750, Insulation (Optional): One or more layers or combination of °!Y? R225 or 175. following. Polyisocyanurate, perlite, glass fiber or wood fibs,, 1. Deck: — • Incline: No limitation thickness. rith �r Installation: Mechanically to metal rafters. fters. Membrane: Three or four layers of Type G1 'Flintglas" ply sheet. Class B t r ; Surfacing: Gravel or slag. x Building units used in this system are composed of foam core covered on 8. Deck C -15/32 Incline: l mY y Both sides with a 26 gauge minimum coated galvanized steel skin, designated Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified ve VERSAPANEL VP1.25, VP1.75, VP2.25, VP2. VP4.00 or INTEGRITY R400, f Ply ., rt` R250, R225,175 or 125. Insulation (Optional): One or more layers or combination of Dry 1: Deck — Incline: No limitation foll Pol ' te, perlite, fiber or wool fiber Installation: Mechanically fastened to metal rafters. °SA'il'g Y 'ith Base Sheet: One layer Type G2 "Glasbase" base sheet. ' CMUAIIVTEED CORP R11656 Ply Sheets: Two layers Type G1 "Plintglas" ply sheet. t} 750 E SWEDESFORD RD PO BOX 0, VALLEY FORGE PA 19982 Cap Shy One layer Type G3 "Flmt&e cap sheet. gay ' . Mineral Wool Felt, is a suitable altercate for perforated l� 15 asphalt 9. Deck NC Incline: 1/2 felt in the Class A, B or C roof constructions indica ow Insulation (Optional): One or more layers or combination of Gl Flintglas Ply Sheet or Flintglas Premium Ply Sheet are .suitable following Johns Manville "ENRGY 2", polyisocyanurate, Perlite, g Rth d alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable fiber or wood fiber, any thickness. elbemate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Base Sheet: Two. layers Type G2 "Glasbase" base sheet or Type Surface Ca Sheet is a suitable alternate for Type 30 Cap Sheets. Flex- I -Glas, 'Thntglas'Ply Sheet". Premium F�- I-Glas or Flex I-Glas FR Base Sheet is a suitable alternate for the Surfacing: Type G3 "Flintglas Mineral Surfaced". G2 glass base and the Type 15 All - Weather /Empire base sheet 10. Deck: C- 15/16° Incline: 1/2 ` Unless otherwise indicated, base sheets are mechanicall y fastened or spot -All joints blocked. m place; ply and cap sheets are hot mop m place. Insulation (Optional: One or more layers polyisocyanurate, 2 in.: lith < n & Di amond base sheet is limited to non le decks and combus- wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in mir ¢r g Two plies fp G1 maybe utilized in place of one ply Ty G2 Base Sheet: Two layers Type GZ "Glasbase" base sheet or Type EFS insulation followed by 1/2 in cover.board may u in any of the Y f : Surfacing: Type G3 "Plintglas Mineral Surfaced ". G. sys The OSEMI may be used in any of the following noncombustible deck 11. Deck C-15/32 Incline: 3 roof systems and, where indicated, in combustible coo deck systems. Insulation (Optional): Any thickness, one or more layers or court `"Torch APP' may be utilized in any of the following systems that contain lions (optional of 'Hy Therm AP' , 'Hy -Therm TAPERED", 'Hy4b "FTmtlastic STA". COMPOSITE ", "Celo-Therm" "HY Tec (Energy -LOk) "TRI-Si un t "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all wood fiber or glass fiber, mechanically fastened or hot mopped. our Classifications. Base Sheet: Type 15 asphalt organic felt, or "Glassbase Base Slu to 1�pe G2 base sheets includes "Channel -Vent GB". nailed or hot mopped. 'phntBoard Iso , ORmtBoard Iso Cold ",'17intBoard Iso-T" or'TlintBoard Ply Sheets: Min three Sher 15 orated halt organic Ply ISO. P1us", ma be used wherever pot ''s�yanurate insulation is ed. Y P TYPe ��P asP � ory ASPHALT FELT SYSTEMS W1TH HOT ROOFING AST TYPe W Ply Shcet , 'Flixitglas Type IV Ply Slu Class A hot mopped S Gravel or slag. • ' 1. Base Sheet Type G2 Glasbase. Incline: 3 12. Deck NC Incline: 2 ' , Insulation (Optional): Any thiclrness, one or more ]avers or court or 'EE Fly Sheets Type GI Flintglas or Type G2 Glasbase Surfacing: Gravel or slag. tions (optional) of "Hy -Therm AP", "Hy-Therm TAPERED", "Hy -Tr JR- f > 2 Deck C- 15%16'' Incline. 1/2 COMPOSITE ", "Celo-Therns ", "HYTec (Energy - LOIN ", wood fibs r All ' oints blocked. glass fiber, mechanically fastened or hot mopped. Base Seet: Two layers Type G2 "Glasbase" base sheet or Type G-1 Base Sheet: Type G2 "Glassbase Base Sheet", Type G1 "Flintglas' 332 "Flip Pl Sheet" VI Premium Ply Sheet" or "Flintglas � N PlyTSShheeet". Surfac Type G3 "Flintglas Mineral Surfaced ". P Shee 'Flip � pl, G Sheet�� ped • . Wmium 'RS'' 3. Deck: NC Incline: 3 Surfacin ' G3 sh�et mOP LS", Base Sheet: Two layers Type 15 All Weather /Empire, JF T'YPe ����� Surfacl�Cap Slu �,., {;µ •••••• •• • •••••• Surfacing: hot mopped. Gravel or slag. • • • i • Class B • • • US 4. Deck NC Incline: 3 )RS •••••• Y Insulation: Polyisocyanurate, mechanically fastened or hot mopped, 1. Deck C -15/32 • • • • • •Incl�e:1 /2 • • any thickness. Base Sheet: Two laje4 15 "A: 1RV#%r /EmpW,.. Base Sheet: Two to five plies Type 15 asphalt organic or'1'ype G2 asphalt Surfacing: ;� Min S�� "• 00 Piss hot mopped 2 Deck C -15/32 • • 3/4 Surfacing: Gravel. Vapor Retarder (Opitdhall! Type G2 4 01asbBse" or ttt?4fted v. 1/4 5. Deck C 15/32 Incline: 3 retarder. • • • • • • • • Insulation: Polyisocyanunte 1 in min., mechanically fastened or hot Insulation (Option: or inoge•le;lers or motion of Ply F: moppe following Polyisocypuratg perlite, %"Ver or wpod fibq. My. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- Base Sheep One lava TypalG2 "Glasbase" base sheet! • • • rated) hot mopped with hot roofing asphalt. Ply Sheets: One lave? lype'G1 'T4*A ply sheep. • Surfacing: Gravel. Cap Sheet: One layer Type G3 "FlintW cap sheet. toy,' 6. Deck C -15/32 Incline 3 3. Deck: NC Incline: l �1 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor Insulation (Optional): Isocyanurate, wood firs, glass fiber, 2 in i r Iefaider mechanicall fastened. I top Insulation (Optional): One or more layers or combination of the Base Sheet: One or more plies Type G2, hot mopped or mechanic following: Polyisocyanurate, perlite, glass fiber or wood fiber, any fastened. thickness. Ply Sheet: One or more plies Type Gl, "Ply IV" or "Ply VI ", Base Sheet: Type G2 "Glasbase" base sheet mopped or mechanically fastened. LOOK FOR THE UL •MARK ON PRODUCT � � R A AU6 2 7 2009 U BV:'. -- ----- PERMIT : Miami Shores Villakle APPROVED BY DATE ZONING DEPT 0000 • • "• "' '••• • • BLDG DEPT 0000•• • •• 0000•• SUBJECT TO COMPLIANCE WITH ALL FEDERAL • • • • 0000•• • " "' S AND COUNTY RULES AND REGULATIONS • • • •• 0000 0000• •• • 0000 s••4• •••• 0000•• • • • 4 • •• 0000•• • •• •• • • • •••••• •••000 0440 • • x *000 0 •0004• • • • • • •• • • •• 0000 ,r - y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123225 Permit Number: RF -8 -09 -1440 Scheduled Inspection Date: January 25, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PETRASEK, HENRY Work Classification: Flat Job Address: 1438 NE 104 Street Miami Shores, FL Phone Number Parcel Number 1122320320290 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments Reroof to a newrnineral cap sheet roof. k. S:, Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 22, 2010 For Inspections please call: (305)762 -4949 Page 2 of 18 Its "M 10050 NE 2"d Ave o R�p► Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # R. 7 — DATE: INSPECTION AFFIDAVIT I car 10 3 & , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 0 0 00 I Wq On or about - - 7 , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at yj /1._C. ► ®L( se ; C<rn� ��4 P( �313� (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 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 L9 d of .ems- tv -o TARY PUBLIC -STATE OF FLORIDA Marylou Hernandez Notary Public, Sate of Florida at Large / eco ' #DD930046 Expires: OCT.10, 2013 BONDED TSRV ATta.\°nc BONDING CO., INC. "General, Building, Residential, or Roofing Contractors or any individual certified unde 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