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RF-13-1344Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JINN 12 2.01 q a FBC 20 P BUILDING Permit No. PERMIT APPLICATION Master Permit No. 12 -- &T1 Permit Type: BUILDING ROOFING JOB ADDRESS: 7Uifl 93aJir City: Miami Shores t County: Miami Dade zip: zlSI 3SO Folio/Parcel#: it- �Zd b- eqt 5' O t& O Is the Building Historically Designated: Yes NO K Flood Zone: OWNER: Name (Fee Simple Titleholder): 3t� \Q r r c! Phona&j 790` o­- 3sag �/ �ft Tenant/Lessee Name: Email: zip: -S 3/ 3 y 3o'S"ego -3�0 CONTRACTOR: Company Name: 104"a /DA% /LrIDr"4.11 j eGP'g1&- Phone#: Address: oa6 tvw a,- '%% m City: Qualifier Name: State Certificatie Contact Phone#: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ fes, yS- SquarelLinear Footage of Work: Type of Work: ❑Addition n ❑Alteration ❑New $&epair/Replace ❑Demolition Description of Work: D Color thru tile: Submittal Fee $ Permit Fee $ C2 ® CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ , I - 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 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 UAPROVEMENTS 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection r>Cll o e appkved and a reinspection fee will be charged. 07*ef or Agent The foregoing instrument was acknowledged before me this I daI of - I d I cv , who is person ly knotivn to me or who has produced As identification and who did take an oath. NOTARY Signature Con ctor The foregoing instrument was acknowledged before �e this77 day of , 20 �3, by-it+elilUd/IGL 1TeW who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: /J Sign: Print: CARLOS A. uRBINA Print: "' .` Notary Public - State o lorida , c My Commission Exp ° ° c N ary Public State of Florida My Commission Expires: My Comm. Expires Jul 31, 2015m. Expires Jul 31, 2015 EE 116290 ° Commission # Commission # EE 116290 Haakakekrk+krk�rkrkrkHasksksksk�ksk$asl+Azsk�IzXssf+ sk asks1a$xskrkrkdsdeds:krkekdaxkflask�erk�sakeMNeekskrkrk�desN�k:kzk�e�Ieskrhskka�(a�Ke$arKgagzdr��fa$alk$res:ks[a$rgaakHaekKa�agedadasMs6$rrkdrsk�ia$arkskrksk�Ia APPROVED BY���(�J Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ! li1`��r11111111111111 IiIN IIIii IIIN fill IiN NOTICE OF COMMENCEMENT CFN 2013RO438458 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 28659 Ps 2150; t Ips ) RECORDED 06/03/2013 15:44:34 PERMIT NO. TAX FOLIO NO. 5W(D ©1,301160 HARVEY RI1UIt�r CLERK OF DURT i1IAflI-)}ADE COUHTYr FLORIDA 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 and street / address: 2. Description of irovement: "GOOF �ci..s -v P 3 fsirr(s) namg a dad ess: x 's e • t l'F `113 ' �E' Interest in property: QQ3 NE Name and address of fee simple titleholder: 4. Cookactor's name 5. Surety: (Payment bond required by owner from cor Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a . different date is specified) Sworn to and subscribed befo d-, day of, 20 Address: a 6 (O Notary Public: Print Notary's Name: My commission expires: c3 'g UJI2 � I §LL 0� LLLL U� O> m W Q x , Owner's Notification Form 07 0 0 MIIA 'Weliv.-rkr q Excf4lonve Every May, 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 JWT®item has been explained. L4� r1l. 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. 2. 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 Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between 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. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintai g 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. 6. 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 requirements of: Chapter 15 and 16 herein and the Florida 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. Exception: Attics aces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting sha4V^bp required. Owner's/Agents Sigtiaturtt Contractor's Signature: Property Address: I _"] 17 X/r(gl t .5 'A%Q,Lljrij Date: Permit Number: Florida Building Code Ed ' LkL2ft � r I t;4 �>— ( High Velocity Hurricane Zone Uniform Zermit Aan it oma, Lo , Slope ❑ Asphaltic Shingles APPROVED BY DATE :� BLDG DEPT SUBJECT i 0 CC NIPI1"NCE WI R -i ALL FEUERAL 3"" ST MIAMI SHORES, FL ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes GAS VENT: ❑ YES E NO ROOF TYPE ❑ New Roof N Re -Roof ❑Recovering ❑ Repair Low Slope Roof Area (SF) Steep Sloped Area (SF) 2300 N/A ❑ Maintenance Total (SF) 2,300 Section B (Roof Plan] Sketch Roof Plan: IDustrate 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. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Systeml Fill in Specific Roof Assembly Components and Fastener Spacing for Anchor/Base Sheet Identity Manufacturer Attachment (If a component is not used, identify as "NA') Feld: 9 poc @ Lap, # Rows 2 @-L—:0C System Manufacturer: GAF MATERIALS CORP. NOA No.: 07-1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -42.8 Pmax2: -71.7 Pmax3108.0 Max. Design Pressure, from the specific NOA System: -52.5 Deck: Type: CDX PLYWOOD Gauge/Thickness: 5/8 = 12112 Slope: 1/2:12 Anchor/Base Sheet & No. of Ply (s): Base Sheet#75 Anchor/Base Sheet Fastener/Bonding Material: 1 1/4 Ring Shank nails and 15/8 lin Caps Insulation Base Layer. Polyisotherm Insulation Base Insulation Size and Thickness: 1.5" x 4' x 4 Base Insulation Fastener/Bonding Material: STEEP ASPHALT TYPE 4 Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s):(1) Perf. st atavent Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): (2) Ply 4 Fiberglass Ply Sheet Fastener/Bonding Material: Stere pASI h1 alt I= IV Top Ply: MINERAL SURFACE CAP SHEET MOPPED r Top Ply Fastener/Bonding Material: L Surfacing: Perimeter: 6 poc @ Lap, #Rows 40 6 aoc Comer: 6 "oc @ Lap, #Rowes 6 "oc Number of Fasteners Per Insulation Board Feld: N/A Perimeter. N/A Comer. N/A Illustrate Components Noted and (Details as Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Flashing, Continuous (]eat, Cant Strip, Base Flashing, Counter -Flashing, 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. a^ caa�exvaxrna mm smsapdeammi LOOSE LAID STRATAVEM (2) GAP PLY 4 PIDERGLASS HOT MOPPED BUILDING CODE COMPLIANCE OFFICE (BCCO) -PRODUCT CONTROL DIVISION MIAMI -DARE COUNTY, FLORIDA AMBO-DADE FLAGLER BURDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. _ 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tented 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. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deeks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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. 03-0501.05 and consists of1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03flOM Page 1 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: " /� " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shah apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density/ftp =P) . EnergyGuardrm, EnergyGuaWK Composite, EverGuard" ISO; Energ'GuardTM RA, EnergyGuardrK RA Composite Minimum 1" thick N/A' NIA EnergyGuardrm EUgb Density Wood Fiber, EnergyGuard"m Recover Board, Wood Fiber, Minimum W thick N/A N/A EnergyGuardTM Perlite Minimum W thick ' N/A N/A Fiberglas (Min. 15/16- thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Rooting Application Standard RAS 117 for insulation attachment. Insulation listed as ban layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAe STRATAVENT`r EliminatorTm Perforates laid dry or a layer of EnergyGuard= Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield"Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockrM. Anchor sheet: GAFGLAS" #80 ULTIMATM Base Sheet, STRATAVEN10 Eliminator= Nailable, RUBEROID" Modified Base Sheet, RUBEROIDn 20, RU13EROID Heat WeldTM Smooth or RUBEROI& Heat -Welder 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAS" Flex P1yTu 6, GAFGLAS" #75 Base Shut or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maxie wn Design Pressure -45 psf, See General Li►lutobn #7) NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: MUMS Page 8 of 19 Fastening Options: GAFGLAS* Ply 4, GAFGLASQ Flex Ply'm 6, GAFGLAS8 #75 Base Sheet or any of above Anchor sheets attached to deck with Brill-TWN #12 standard, #14 or # 15 Screws and 3" Drill-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 spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -43 psf, See General Limitation #7) •GAFGLAS Flex P1ym 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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 SZ5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1'/a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (M"-hnuw Design Pressure-60psf, See General Limitation #7 GAFGLAS® #75 Bay Sheet or any of above Anchor sheets attached to deck with Drill -Ted= #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-Tedm AccuTrac Plates, 12" o.c. in 4 rows. Ono row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the shut. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shanknails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. of the 4" lap staggered in two rows 9" -in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecT" #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM 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 field of the sheet. (Maximum Design Pressure -7S psf, See General Limitation #7) Base Sheet: (Optional) Install one pi of GAFGLAS #75, GAFGLAS® #80 ULTYMATm Base Sheet, GAFGLAS°' STRATAVENIu EliminatorTM Perforated, RU_ BEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat Weld7m Smooth or RUBEROID® Heat -Weldor directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EW range and at a rate of 20-40 lbsJsq; (see General Limitation #4). Ply Sheet: One or. more plies GAFGLAS® PLY 4, GAFGLAS® Flex PiyTK 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No.: 09-1219.09 Expiration Date: 11/04/13 . SIAM ADEGotlNTlf Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGI.AS®EnergyCapTm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bsJsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTm Malaix7m 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLASa' Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTm MatrixTm 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak BusterTm MatrixTm 715, Leak BusterTm MatrixTw 322, TOPCOAT MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJaq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteO roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fkahicie SB Solvent based Mastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07-1219.09 Expiration Date: 11AW13 Approval Date: 03120MB Page 10 of 19 WOOD DECK SYSTEM LowATIONS: I A slip sheet is required with Ply 4 and Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" Dens DeckTm or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs.isq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 17 in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, eldtested, are below 2751bf. 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. 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 09 will not be applicable.) 8. All attachment and sizing of -perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). 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 07 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.: 07-121909 Expiration Date: 11/04/13 Approval Date: 03/1.0/08 Page 19 of 19 UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. %2 -in. thick (minimum) gypsum board or'/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTK Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTm Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTm Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLASO Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLASO Ply 4" or "Tri -Ply® Ply 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Sbatavent® EliminatorTM Venting Base Sheet (Perforated)" or "GAF StrataventO Eliminatofm Venting Base Sheet (Mailable).' Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIIVIA" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Mailable)" may be substituted for Type GI asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEW or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum'/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2% to 3-gal/100-fe. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Pl_y Sheet: — Three or more plies Type GI or "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASO Ply 6". Can Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Last Updated on 2013-03-29 Copyright © 2011 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Underwriters Laboratories Inc.®" An independent organization working for a safer world with integrity, precision and knowledge. I I � LET Precision Roofing Corp. SINCE 1994 Serving Miami -Dade, Broward, Palm Beach and all their Municipalities Miami CC#94B500298—Broward CC#88-5008-R-X—Palm Beach CC# U19140 2646 West 77 PI Hialeah, FI 33016 * Ph: (305) 822-9969 Fax: (305) 822-4929 Roof Proposal w .% _e, . Proposal prepared for Jerry Green 78 NE 93 ST Miami, FL 33138 PH: 305-790-3509 bou23@aol.com Date: May 3, 2013 Safety & Quality Precision Roofing Corp. understands that if the existing building is to be occupied with ongoing business during the new roof process, the safety of your tenants as well as our employees is our priority. We will require barriers to keep people out of some areas during the new roof process. Barriers will be visible and the dangerous conditions explained. Our compliance with the Safety Regulations is as firm as our roof system. We perform and request mandatory inspections during all of our roofing projects. We have a full time Foreman at the jobsite for any questions that you may need to be clear about. Also our supervisory staff performs regularly checkups of his performance at all projects. Maintenance Maintenance is a major consideration for all roofing projects. All roof systems should undergo routine maintenance on an annual basis (at a minimum). It is also important that the individuals performing this maintenance have a strong understanding of the installed system and the manufacturer's warranty. Permitting and Testing All Roofing Permits costs that are required for the new roof process as well as testing to obtain the Permit is included in our bid proposal. The following tests and procedures will be completed in order to process your Roofing Permit: - Engineered signed and sealed design wind pressure calculations, if needed. - Metro -Dade Product Approval NOA for the new roof system. - A Roof Plan and Appendix "E" along with a Uniform Roofing Permit Application will be submitted your respective municipality and reviewed by a Building of Roofing Official of the pertinent City. - Perform an Asbestos survey or recognition by a State Certified Engineer or Testing Lab. - Provide roof attachment and engineered fastening pattern (if necessary) in accordance with Florida Building Code. - Notice of Commencement filing with the County Clerk of Courts and fees before the start of the project. Notice of termination will be filed at the end of the project upon final Page 1 of 4 Scope of Work SCOPE OF WORK FOR FLAT ROOF: 1. Tear off existing flat roof system to a workable surface. Z. Change rotted wood deckina up to 100 square feet and/or 100 lineal feet of wood fascia (not soffit. under eave, or special wood decking included). Thereafter price for wood is $3.75 per square foot on regular decking or $3.75 per lineal foot on fascia. 3. Install one layer of #90 Tile Underlayment preliminary attached to the roof deck for separation of deck and felt membrane 4. Install a #75 Base Sheet to deck with 1 '4 Ring Shank nails and 15/8 Tin caps as required. 5. Install one layer of 1.5 ISO insulation with a full mopping to the base sheet using hot steep asphalt type IV as required. 6. Install one layer of perforating stratavent layed loose as per FBC. 7. Install 2ply IV of GAFGLAS a full mopping to the base using hot steep asphalt type Was required (2 Layers). 8. Install eave drip metal to perimeter of the roof with 1 '4 Ring Shank nails at a rate of one every 4" inches as required. 9. Install galvanized flashing metals and valley metal at transition of the roofs. 10. Install a Mineral surface cap sheet with a full mopping to the base using hot steep asphalt type IV as required. 11. Install CANT STRIPS where needed located at roof to wall areas as required. 12. Install one layer of Modified cap sheet to all wall flashings as required. 13. Hand broadcast loose white granules to all bleed outs for a uniform look and better protection to the roof. 14. Replace roof tiles at the transition of the roofs as needed with new ones to match existing as close as possible. 15. Clean area of the roof and premises of the property for customer's satisfaction. 16. Replacement of gutters, painting of the Fascia Boards, or the metal drip edges is NOT included. 0—Proposal Price: Qe- C-3 .e `� IJ Fourteen Thousand Nine Hundred Fifty Dollars WOOD DISCLOSURE. All wood is covered up to 100 lineal ft; $3.75 thereafter per linealft. on fascia and/or tongue and groove; $3.75 per square foot on 5/8 CDX plywood or to match existing. Special wood like cedar, mahogany or soffit areas are not included within this proposal. Page 2 of 4 Warranty for Re -Roof area ONLY: Above roofing system is to receive a Five Years (5) limited warranty for poor workmanship and/or faulty products, consequential damages excluded, issued upon completion and full payment. This warranty is not transferable. PROJECTED TIME OF COMPLETION: • After job has been awarded to Precision Roofing Corporation, this is the steps that follow: • Permit applications to be signed to owner or authorized agent, Notice of Commencement to be recorded at the City County Court of Clerks. • Tests for calculations, asbestos, and any needed engineering tests (Mitigation Reports NOT Included) will be requested for permitting. • Permits submittals at the respective municipality or city, estimated time for both steps about ten working days. Permit fees and processing is included in job cost. • Projected time for tear off and installation of new roofing system, weather permitting, and tiles/shingles availability, is estimated for about two to three weeks including all required inspections by proper municipality inspector, TERMS Payment should be made as follows: 50% Percent upon sign of contract 50% Percent upon completion of scope of work MAKE CHECKS PAYABLE TO: PRECISION ROOFING CORP. Contract Disclosures, Terms & Conditions of Contract The undersigned property owner or agent for owner (`Customer') hereby authorizes Precision Roofing Corp., here after called (PRC') to sup all materials and labor necessaryfor the work specified below on premises located at �ICA me, Florida. JJ S60* res GENERAL SPECIFICATIONS: WHEN REROOFING - All work is to be performed in a workmanlike manner and in accordance with established practice and local building codes. Contractor makes no other guarantees or warranties of any kind, express or implied. The owner or owner's agent agrees and understands that all roof decks settle, over the years, causing an uneven surface that will be more obvious when building is re -roofed. This condition is normal and it is not caused by the re -roof process and it is not controllable by PRC. Residential Re -roof - Customer acknowledges receipt of the "Notice of Consumer Rights Under the Construction Industries Recovery Fund", along with this contract proposal. The above pricing reflects that PRC will have access to the eave edge of the roof for trucks, stocking and equipment PRC will cover brick pavers, stamped concrete driveways or sidewalks with wood planking and/or plastic covering during the course of this job. If the access to the eave of the roof is over the existing driveway, sidewalk or lawn, PRC is not responsible for any damages that may occur as a result of the weight of equipment and vehicles, even if protection is provided. (Protection of driveways, pavers and lawn or other means of access may be achieved at an additional cost) Page 3 of 4 • Customer is responsible to notify PRC of the location of any septic tank PRC is not held responsible for damage to septic tank or drainage field. Please notify PRC, prior to the commencement of work, of any concerns of this nature or other concealed conditions. • If any concealed or unknown physical conditions that have not been addressed in the scope of work or other areas of this contract, including asbestos are encountered any time, then PRC shall be entitled to an equitable adjustment of the contract sum and time to the extent that the condition causes an increase of the cost or time required for the completion of the work PRC prompt notifies the owner of the subject conditions. It is agreed that PRC shall have no responsibility to correct the condition or complete any portion of the work depend thereon, until an agreement regarding the equitable adjustment of the contract sum is reached by the parties. • If removal and replacement or reinstallation of air conditioning units, ductwork, related electrical work, roof mounted equipment, gutter/downspouts, solar panels are necessary to facilitate replacement of this roof, will be additional to the contract price and it shall be the Owner's responsibility. If the existing gutters are to remain in place, then due care will be taken, however, PRC cannot accept responsibility for damage to same. • Change of wood decking up to 100 square feet included within this proposal and $3.75 per additional square foot or $3.75 per additional linear foot of fascia. No special wood like cedar or special tong and grove wood decking is included within this proposal. • Please be advised that where you have open beam ceilings, dust, dirt & debris will infiltrate the interior of the structure. Please take precautions to protect any items that you do not wish to be soiled. • In no event shall PRC shall be liable for special or consequential damages for any damage caused by settlement, vibration, distortion, water intrusion or failure of the foundation on which the structure rests, or damage caused by hail, hurricanes, gale winds, unusual weather conditions or acts of GOD, nor for any damage or delays due to strikes, fires, accidents, bad weather, or other causes beyond PRC's control, nor for inherent defects in the defects in the premises on which work is to done, and in no event PRC shall be responsible for interior or exterior damage to the building, its contents or surrounding property, including its plaster (such as cracks, small pops or minor water damage), paint, furniture, personal belongings, lawns, shrubberies, sidewalks, side walls, driveways, sprinkler systems, water lines, septic tanks or lines, fiberglass, metal or plastic roofs, screens or screen enclosures, awnings, antennas, pools, pool pumps, patios, washers, dryers, tools, vehicles, sheds„ etc. Owner is to carry builder's risk, as well as general fire, windstorm, flood and any other necessary insurance. • Precision Roofing Corp. reserves the right to cease work under this contract In the event that Owner fails to make any Installments within three (3) days of Its due date. PRC's warranty will not be valid until entire contract is paid in full. NOTE: Do not sign this contract before you read it or if it contains any blank spaces. You are entitled to an exact copy of the contract you sign. You may only cancel this contract within three (3) days after its execution. The parties have no oral agreements that are not covered by this written agreement. If you default under this contract then you agree to pay PRC's entire legal costs and attorneys fee for collection. In the event of the contract balance is not paid within fifteen (15) days of completion or as specified in this contract, you agree that the debt will bear interest at a rate of 2% per month (and shall not exceed 20% per year). CONSTRUCTION INDUSTRIES RECOVERY FUND: Payment may be available from the Construction Industries Recovery Fund if you lose money in a project performed under contract, where the loss results from specified violations of Florida law by a State License Contractor. For information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following address: ction Industry Licensing Board * 7960 Arlington Expressway, Suite 300 *Jacksonville, Florida 32211-7467 * Ph e: (904 7-6530. +� p� OWNER /CONTRACTOR/AGENT SIGNATURE DATE: �•n A EPTANCE OF PROPOSAL - The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work McdP mentwill be made as outlined above.ision oo Corp. may withdraw this proposal, if not accepted within 30 (thirty) days. 0 ER / AGENT DATE Yous el Galvez DATE (Precision Roofing Corp.) Page 4 of 4 To: Re: • 0 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (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. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Ownef's Nene: J Property Address:— Roofing Permit Number: Date: s 11b Dear Buiding Off ial: I certify that I am not required to retrofit the roof to wall connections of my building because: >$ka just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) fro Signa re # Print -lame State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 7i 1 --,eOav of IUD'v, –W ( ?J ;•moo CARLOS A, URBINA Notary Public, Sate of Florida at Large . ;i: ,: Notary Public - State of Florida My Comm. Expires Jul 31, 2015 ,; GFF P•' Commission # EE 116290 �bnu� • When the just valuation of the structure for purpose of ad va m taxation is equal to or more than $300, d with FBC nor a SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009