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RF-09-1606 r 4 -- Inspection Worksheet Miami Shores Village CLW 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 125863 Permit Number: RF -9 -09 -1606 Inspection Date: April 02, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: SULLIVAN, PAM Work Classification: Flat Job Address: 390 NE 93 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 113206013631 Contractor: DALEY ROOFING INC Phone: (305)754 -9892 BuIlding Department Comments rE -ROOF FLAT ROOF WITH MODIFIED TORCH Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 31, 2010 Page 1 of 1 GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS - ROOFING DYNATECH ENGINEERING CORP. Miami, March 29, 2010 Mr. Dan Daley DALEY ROOFING, INC. 78 NE 106" Street Miami Shores, FL 33138 Re: Sullivan Residence @ Permit # RF -9 -09 -1606 390 NE 93� Street Miami Shores, FL Dear Mr. Daley: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site inspection on March 25, 2010 at the above reference project. The purpose of our inspection was to verify the 75# basesheet fastener spacing and capsheet placement. The scope of our inspection consisted of random roof top visual inspection and review of in progress pictures. Based on our site inspection, the following are our findings. The roof system consists of: - (1) 75# basesheet mechanically fastened with 1' /4" ring shank nails and tin caps 9" o.c. at the lap with (2) rows 9" o.c. in the field, and 6" o.c. at the lap with (4) rows 6" o.c. in the perimeter and corners. - (1) Granular capsheet -torch set with 4" side lap and 6" and laps. All inspected roof components were found in compliance with the Florida Building Code and permit application. Please feel free to contact us if we may be of further service to you. Sincerely yours, Afft� P Wis Naamani, DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 ® Fax (305) 828 -9598 s� Miami Shores Village �titT 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 fs � Expiration: 0 1 rG F Project Ad dress Parcel Number Applicant 390 93 Street 1132060136310 Miami Shores, FL Block: Lot PAM SULLIVAN 1 Owner Information Address Phone Cell PAM SULLIVAN 390 NE 93 ST MIAMI SHORES FL 33138 -2828 Contractor(s) Phone Cell Phone Valuation: $ 4,800.00 DALEY ROOFING INC (305)754 -9892 _..... Total Sq Feet: 800 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF (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 $3.00 Education Surcharge $� 00 RF -9-09 -36005 $ 269.25 $50.00 Permit Fee - New Roof $250.00 RF -9-09 -36005 $ 269.25 $ 269.25 $ 0.00 Scanning Fee $9.00 Check #: 7991 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: $269.25 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 07, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Cop October 07. 2009 1 Miami Shores Village ores g Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fx: a (305 ) 756.8972 RECEIVED BUILDING Permit No. 0 � q 1 PERMIT APPLICATION * T kC-EIV-t j D 00 terPermit No. FBC 2004 Permit Type (circle): Building Ro Owner's Name (Fee Simple Titleholder) _,e. &6 Sf /LL/ 1� Phone # 3 b/'7 3 Owner's Address 3go /LE q 5 zf City I S S State zip ) Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 b A e G� 3 S city Miami Shores Village County Miami -Dade zip 2 - - 14 FOLIO / PARCEL # Is Building Historically Designated YES NO /Contractor's Company Name ✓�'�� e� I �' Phone # 7�4 q & 2 Contractor's Address 79 Ale /0 o city M 1 1`IYVI I 60.0 US State tLP zip Qualifier Name _ &I 1&91 Phone # '9S Z State Certificate or Registration No. / L, 0 Certificate of Competency No: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4 Square / Linear Footage Of Work: 0 Type of Work: ❑Addition ❑Alteration ❑New - K Repairl ❑ Demolition Describe Work: ` t R-er —k � O t £ 4� A .�r� 5����x���xs���x• xA�����x���x�xa��x����x• x�x�x�x���x�����Fees������x• x����x��x��x�x�x��x�x��x��x�x��x���x����x�x�� •x��x��x�x�x t� Submittal Fee $ Permit Fee $ . 0c, CCF $ t3 CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� x 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 certifted 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 t Signature Signature c D Owner or Agent Contractor The fore in i ment was ac led ed befo me thi The foregoing instrument was acknowle before me this -9-9_ s g g g g -9-9_ day 20® b L (et 0 y y day of , 20 �, by l , A NO is pets ly known to me or who has produced wh is personally know o me or who has produced sa�� As identification and who did take an oath. as identification and who did take an oath. IF - 11 TA1tY LIQ NOTARY PUBLI ` WkO Sign: _ Im M Print: MY COI�8810N 0 D11907987 My 0mmissio�t;Bxpires: My Commission Expires: 10aIItffi: AusmO9, 2013 APPLICATION APPROVED BY: �C/ Plans Examiner Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT 1MINININ A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 210111 OR Ok 27039 Ps 4065; tips) PERMIT NO. TAX FOLIO NO. RECORDED 10/07/2009 11:50-27 HARVEY RUVIN? CLERK OF COURT STATE OF FLORIDA: MIAIII -OADE COUNTY? FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE 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. Space above reserved for use of recording office 1. Legal description of property and streettaddress: 390 A14C q_ S T e i 2. Description of improvement: 3.Owner(s) name and ad O A.& 6; 1 A4 I&m I 33132 Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. &,0/9nj6- 7V z mt) ? 8 A, 9 - 10 lo S T - . f�1 l X11 t�, 3 313 5. Surety: (Payment Mond required by owner from contractor, if any) Name, address and phone number lj (�'3' Amount of bond $ 1 r" 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(lXa)7., Florida Statutes, f Name, address and phone number. 6. 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. �) n Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording uniew a dent date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager { s a: Prepared By Prepared By Print Name Print Name Title /Office Tdle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Tfie #or oing ins merlt� was acknowl ged before me this?day o ., By �, , ❑Individually, or ❑ as for -4-1 known, or roduced the following type of ident' ' ' Signature of Notary Public: oQ Y` Print Name: (SEAL) EDOARE. 4` VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES i�r r Vg SI�m»B: col, as>3 Under penalties of perjury, I declare that I have read the foregoing and r�msraomeav n rtotgt%oawr�.ronco that the facts stated in it are true, to the best of my knowledge and belief. Signatupi ' of Wner( orOwnergs)'' AuthorizedOfficer, rector/Partner/Manager who signed above: By � 1` �� flit By 123.m -62 PAGES 1 V07 STATE OF FLORIDA, COUNTY OF DADE PN p COUp I HEREBY CERTIFY that this is a hue copy of the original filed in this office on day of 4U AD 20 WITNESS my hand and Official Seat. HARVF RK. ofCnuut and County Courts 218y'T ' SECTION 84402.13 'HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates-that the item has been explained. 1• Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets'the wind resistance and water instruction 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. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may ave to ti renailed in accordance with the current provisions of Section R4403. (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 bet ,en 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 to be performed. 4• Exposed Ceiling: Exposed open beam ceilings are where the underside of the ro decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. S. 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. 6. J� Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof .extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. V& Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional v tin which can result in extending the service life of the roof. / 0 n e i t e Tat Contractor Signature Date High Velocity Hurricane Zone Uniform Roofing Permit Application Form Section A (Gefieral Information) Master Permit No. Process No. Contractor's Name:. Job Address: - �u�L�lV� -- r .. �.�® �� SJ Roof Category 4ow ope _Mechanically Fastened Tile _'Mortdr /Adhesive Set Tile _Asphaltic Shingles _.Metal Panel/Shingles _ Wood Shingles /Shakes .Prescripilve BUR•RAS 150 �oiger Roof Type New l%uu, _ -RooMg _Recovering —Repair Maintenance Are there Gss Vent Stacks located on the roof? ,_Yes No if yes, what type ?..Natural _..LPGX /'� Roof System Information Ldw slope roof area (ILLY �( • D o Sleep Sloped area (fl') Total Section f3 Roof Plan Sketch Hoof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of'eections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Porimetar Width (al. _ corner Size (a' z a'): w AA I Lift AL I IL ROOF ASSEMBUIES AND ROO" STRUCTURES 1 Florida Building Code Edition 2004 NO Vetaaity Hurricane Zone Uniform Permit App WMon Form. Sect on C (Low SIoRt Ap and Surfacing: AO 1q FM in specific roof assembly components - - and Identify manufacturer Fastener Spacing for AnchorBase Sheet Attachment: of a component Is not used, Identify as "NA") Fleld• " co o Lap, li Rows 42 a ± -- - oc System Manufacturer: f� - - Perimeter. j „" oc a Lap, # Rows � e oc Product Approval No.: 7 ®.Z 3 ° 0 Corner. ,L ° oc lif Lap, B Rows J; e L" oc Design Wind Pressures, From RAS 128 or Calculations:: Pmax7 Pmaa : ' ` Pmax3: 3 I ° `7 Number of fasteners Per Insulation Board: Field Perimeter Comer Max. Design Pressure, from the 11saft Product Approval system: ° '� Illustrate Componar is Noted and Details as Applicable: Deck 6 " Pj'Vww D Woodblocking, Gutter, Edge Tem*wMon, SMppfig, Flashing, Tye= Continuous Cleat, Cant Strip, Base Flashing, Counter- Ci±+augelTirickn�s: . Copw9r, etc: Indic�te: Mean Roof Height; Parapet Hegght, Heijrt of Base I ,Z Flashing, Component Material, Material Thiclamw Fastener Slope: Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of Ply(s): j Anchor/Bass Sheet FastenertBonding Material: Insulation Base Layer.�� a Base Insulation :;n!��� �: �'� Base Insulation ding Material: r �•}� Parapet v , He ht Top Insulation yet: Top ins n Size and 'thickness: ` (U (%i•' Top Iatlon FastensrBondtng Material: Mean _'--- --i Roof Base Sheet(s) & No. of Ply(s): IPL � Height Bas Fasten JBondi " Cji ! T Ply Sheets) & No. of Ply(s): Ply Sheet Material: Tap Ply: -& 1 O. lid d vj Top Ply Fastener/Bondln terfab: FLOMDA BUILDING CODE — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Cale Edition 2044 Hilt Velocity Hurricane Zone Uniform Permit Apron Fore: \ ,✓ Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS '127 or alculations) Wi P2: P3: Maximum Design Pressure =. (From the Produi ctApproval Spedfc System): Steep Sloped Roof System Descrl�udon Deck Type: Type Underlayment: Roof Slope: f 2 insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height Roof Covering: Type & Size Drip I Edge: 1E.34 FLORIDA BUILDWO CODE -- BUILDING N ADE COUNTY, FLORIDA 1aTRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 1M1AM1, FLORIDA 3300.1363 (305) 375 -2901 FAX (305) 375 -2408 NO'T'ICE OF AC (NOA) - GAF MatwW 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRUMON: GAF RuBERoW Modified Bitumen Roof system for stet 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. TERDMATION of this NOA wi U occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 1003.01 and consists of pages I through 36. The submitted documentation was reviewed by large L. Ate. NOA No.: 07- 1203.02 Expiration Date: 11106/13 Approval Date: 03/13/08 Page 1 of 36 Membrane Type: APP /SBS ]-Teat Weld Deck Type 1: Wool, Non- insulated ]Desk Description: 19 /3a" or greater plywood or wood plank decks Sys F(2): Base sheet mechanically fastened. All General and System lAmitations shall apply. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieleNon-Asphaltic Fiberglass -Based (optio ) Underlayment or SecurockTm. Base sheeL- GAFGLAS #80 UL TN Base Shut, STRATAVEN Eliminatoim Nailable, RUBEROR7 Modified Base Sheet, RUBEROID MOP Smooth, RUBEROV 20, RUBEROID SBS Heat- WeldTm Smooth or RUBEROe SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; F89 Options: GAFGLASO 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 stagged and in two rows 12" o.c. in the field. (Maximum Desigat Pressure -45 psf, See General Lhaftadon #7) GAFGLAS" Ply 4, GAFGLAS Flex Plym 6, GAFGLAS" #75 Base Sheet or any ofabove Base sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Brill -TecTm steel plate or Drill -TecTm AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaces approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf See Genera! LLOnhadeA #7) a G,'ts FGLASO Flex Pb(rm 6, GAFGLAS" #75 Base Sheet or any of above Base 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. (Maxim seen Design Pressure -52.5 psf, See General Lknkadon #7) GAFGLAS #80 ULTIMATm, RUBEROV 20, RUBEROV Mop Smooth, base sheet attached to deck with approval 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. Waxlaa um Design Pressure -611 psf, .See General Limbadon #) GAFGLAS" #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT" # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTm Awl plate or Drill -TecTm AccuTrac 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 -"psf, .gee General Lunkadon #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTm 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 Limboden #7) NOA No.: 07- 1203.01 Expiration (late: 11/x/13 Approval Date: 03/06/08 Page 28 of 30 GAFGLAS #75 Base Sheet or any of above Baca sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecT AccuTrac 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 Meld of the sheet. (Mmrimum resign ure — 75psj, See Gene W Lknimaden #7) Ply Sheet: (Optional except over RUBEROID Modified Base Shoot, RUBEROID MOP Smooth, RUBEROW 20, RUBEROe SBS Heat Weld+m Smooth or RUBEROV SBS Heat- WeldTM) One or more plies GAFGLAe PLY 4 or GAFGLAS Flex PlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or RUBEROID ® Torch Smooth torch applied according to manufaeturer's application instructions. Membrane: One ply of RUBEROID ® Torch Smooth, RUBER010 Granule, RUBEROe Torch Plus Granule or RUBEROID!"Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID SBS Heat WeidT' PLUS, RUBEROID SBS Heat- WeldTm PLUS FR,[ EROID SBS Heat- WeldTm 170 FR, RU13EROIDP SBS Heat- WeldTm, RUBEROID SBS Heat- Weld`rm Smooth, RUBEROID ULTRACLAD SBS and RUBER0ID SBS Heat Weldvu 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROV MOP Smooth or RUBEROID 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lbsJsq° and 300 IbsJsq. respectively in a flood coat of approval asphalt at 60 lbsJsq. or applied in a flood coat of Leak Buster'" Matriim 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAe Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a hill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gaUsq. 4. Leak BusterTm Matrix 715, Leak BusterTm MatrixTm 322, TOPCOAT MB +, TOPCOA7 Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gaUsq. S. Leak BusterTm MatrixTu 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at I to 1.5 SdJsq. 6. TOPCOAT' Surface Seal, TOPCOAT Fireshiele SB Solvent bad Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with Maximum Design manufacturer's specifications and applicable Building Codes. Pressure: See Fastening Above NOA No.: 07- 1203.01 am Expiration Date: 11/@6/13 Approval Date: 03A*M Page 29 of 30 W OOD DECK SYSTEM Id TATIONS: • 1 A slip slit is � rp required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. MinimuL° y" Dens Deck or ya" Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL L TATIONSa I. Fire classification is not part of this e; refer to a current Approved Roofing MaterWs Directory for fire ratings of this pr duct. 2. Insulation may be installed in multiple layers. The fist layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhererl in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., 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 spat 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 IT in each ribbon to allow cross ventilation, Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot athtched SYStems shall be limited to a maximinn design p of -45 5. Fastener spacing for insulation attach ment 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 bad on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the faster resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Rem 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 pure 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 re gistered Professional Engineer, Registered. Architect, or Registered Roof Consultant en this HrWtadon is SPOCUICaR referred within this NOA, General Limitation #9 win not be a le.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load. req uirements. 9 . The maximum designed pressure limitation listed shall be applicable to all roof presme zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). this limitation is WWWMUY referred within this NOA, General Limitation #7 will not be ap ble.) 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 TIHS ACCEPTANC NOA No.: 07- 1203.01 Expiration Date: ILV6/13 Approval Date: 03/061 Page 30 of 30 s . b TGFUR1306 - ROOfltlg Sy'stem Page 14 0'48 Frimen — "Fire Out" applied at 1- goylft.ft 801 86 S11ftC — Gee ply Type G2 "C,AFOLAS a#75 Base Sheet", or `Tat -Ply ;75 flaw Sheet", mechanically fastened. Membrane; — "Ruberofd Torch Granule' cr "Ruberaui Torch Granule 1" or "Ruberoid Torch Granute Phrs" or "Ruberoid Torch itR" heat fused. 50. Dooki C -I S/32 P imeP.' — "fire Out" a pplied at L- gaV100•f'r Baat.O SIM — One ply Type G3 "GAFGLAS *75 Base Sheet", or "Tri"Ply 075 Base Sheet", mechanically fastened. Ply Shoot (Optlmral)e One pty Tvpe u'1 or Ty pe G2, mechanically fastened. Membranes .— "P.uberoid Torch Granule "or "RuSerold Torah Granule 1 "or "Ruseroki Torch Granule Phts "or "Ruberoid Torch. Fx" heat fused $1. Deck: NC Incline, 1/2 Insulation (Optional); Min 1/2 in. word fiber, mechanically fastened. Slip Sheet (Optlonal)s - 1 ply "Stormsafe" mechanically fastened. 6960 SINATh — One ply "Uberty SS3 Self- Adhering Base/Ply Shoat' or "Ruberoid U f3ase/Piy Shed" self adhered. Membranin — One ply "Ruberefd S8S Hart Weld 170 PR" or "Rubvold 30 AV or ` Rubergld Energyeap $BS So Pit or "4uberold $55 Heat Weld Plus PR" heat fused. 52. Deck: C -15/32 Inclines 112 Insulation (Optte i); • Any UL Classified, any th mechanically fastened. Ilarrter Boatel; — minirnurn 112 -in. thick gyp6cm board or minimum 1/4-inn. thick G -P Gypsum Corp "DensDeck Q Roof ;1rd" or "DensDeck Primalb Rooiboard" or "DensD DuraGuard '" 2nafboard" mechanically fastened. Base $Ream,: — one ply "Liberty $04 Self- Adher :ng Base/Ply Sheet" or "Ruberoid SA Baso/P Sheet" gall a4hered. ltembrarim — One aly "Rubaeoid 595 Heat Meld 170 IW or "Ruberold 30 FR" or "Ruberold EnergyCap SW 30 FR" or "Rubwold 5155 Heat Weld Plus @R" heat faced. 93- Deck: NC Incline; i Pritaaon —'Fire Out" avolled at i- eal/100•ft Bose Sheet (OpNorthl); Ont F.tir'Uberty KA Base Sheet", mechanicaliy fastened. Ply Shpt; — One ply "Llinny SOS Self-Adhering Base/Ply Sheet" or "Robaroid SA Smelly Shea V self adhered C8p test; — One ply "Llborty FR SPS W- Ad heiing PR Cao Sheet" or "Rubarofd SA Cap FR Snit" self adhered. .4. De&. C -35/32 Inciftnet �f2 PriW#en — "Fire Out" applied at 1 -ga; /zoo -ft SU Slmet (t3putoTW): — t Fly "StormSare" mechanically %owned. BMM Sheet (Optional); — One ply "Liberty MA Base Sheet", rr eci ank»aly fastened. Pty Sheets One ply 'Liberty SSS Sell- Adhering Basit0ly Sheet" or "Ruboroid SA Baea/Ply Sheet" self adhered. Carp Sheet.- — One ply "Liberty FR US 90-Adlioring FR Cap Shea' or "Ruberotd SA Cap PR Sheet" saR adhered. $5. Deck; NC Indirm. 1 InvUlatlof (Optional): — Perike, fiber ,Mass, polyisocyanurate, urethane or peri&e /polytsoryanurate composite, offset 84p. from joints. Base Shoat; — One or more plies Type G2 "GAPGLAS $76 Base Sheet ', or "Tri -Ply $75 fuse Sheet', or Type 63 "GAFGLAS Mineral Surfaced Cap Sheet', or `Td -,sty Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Pty Sheet (optional): -- One or more piles Type Gt, hot mopped in piece. Membranks — One ply "Rubarold Torch Smooth' or " Ruborcid atop Smooth ". llemtbrarm: -- One ply "Ruberoid Mop FR", 55. Deck- NC Inclines 1 Insulation IOlattonat}; Polyisocyanurate, wood fiber, partite, Mass fiber, agy thickness, hot mopped or mechanically fastened ease 51149ett — One or more pit" Types G2 "GAIDGLA5 $75 Base Sheet', or "Tri -ttiy $75 Bass Shoat", moehantsally faex$ned. Ply t i — One or :fore pfies "Ruberaid 20 ". hot fr*pped in place. Membrane: — One ply'Ruberoid S85 He Wed us PR" or "Ru .d PR" heat welded at place. 57. Deck. C -1 °/32 Incline; 112 - ease Sh"t; — Two or morn plies Type G2 "GAFGLAS #75 base Sheet" or 1 116 -Ply , Base She+at ", t eehanteaily fattened. Mombrmsrot — One ply "Ruberoid SGS Heat Weld Plus FR" cr "Ruberoui 9139 Heat Weld 170 Fir heat welted in place. 10050 NE 2 nd Ave * Miami Shores, F133138 Phone 305- 795.2204; Fax 305 - 756 -8972 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: 0 9 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: P��L3" 'Sut"✓yqJ Property Address: 3 90 A_E g 3 5 i k4 l &m 1 Sjfvt&--S, P 3.3 Roofing Permit Number: Dear Building Official: p I f cvm S WWI, -K) certify that I am not required to retrofit the roof to wall connections of my building because: V 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. El 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 The undersigned, being the first duly sworn, deposes and says that he /she is the owner for,the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Larg * When the just valuation of the structure for purpose of ad valore taxation is re an ;0 .00, and thO bu was -ndx constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection i-lurricane Mitigation. i. l op/ ON 4 s ♦ t Miami � S hores Village "t~� Building Department OR 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT © DATE: 'l U lJt c ontractor o Owner :i Architect Picked up 2 sets of plans and (other) Address: C( n Q E --Z- �._. From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: V PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: OR Miami shores V illage Ouilding Dep artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORIDp' Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -!606' Job Name: 2009 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings.! Norman Bruhn CBO 305 - 795 -2204