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RF-12-869
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspc ion Humber: INSP- 177985 Inspc • ion fThte: November 30, 2012 InspE 'or: F.ruhn, Norman Ov.'nr CUNNINGHAM, MARJORIE Job / Projec Tres 28 NE 98 Street •liami Shores, FL 33138- <NONE> C, tor: ALL JER CONSTRUCTION Permit Number: RF -5 -12 -869 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number (305)758 -1500 Parcel Number 1132060130940 Phone: (786)348 -9180 Bu io ,g D I artment Comments IR 5, D =FIT AT REAR SW CORNER „d recHon Inc action G., ., .,sections can be scheduled until is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177888. CREATED AS REINSPECTION FOR INSP- 177855. CREATED AS REINSPECTION FOR INSP- 173635. Not Ready. NB Work exceeds permit provide revision. NB For Inspections please call: (305)762-4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 177854 Permit Number: RF -5 -12 -869 Scheduled Inspection Date: November 27, 2012 Inspector: Bruhn, Norman Owner: CUNNINGHAM, MARJORIE Job Address: 28 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor. ALL JER CONSTRUCTION Permit Type: Roof Inspection Type: Roof-Repaif Work Classification: Repair Roof Phone Number (305)758 -1500 Parcel Number 1132060130940 Phone: (786)348 -9180 Buildifig <.Department Comments REPAIR SOFFIT AT REAR SW CORNER Passed ,� �� / /a7c1-- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173636. Work covered. NB November 26, 2012 For Inspections please call: (305)762 -4949 Page 9of28 e Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # "�� DATE: 1,1 ) 1 °�- INSPECTION AFFIDAVIT I Pra C*9 CT _ licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C C C I h2, On or about ( t .4 d1,O t a... , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 53.844 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. day of 14b\( Z l a— Sworn to and subscribed before me this �. Notary Public, Sate of Florida at Large PATRICIA KRAUSE MY COMMYSSION # EE086822 s : April 28,2016 He Underwriters 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 1 1 �i �-Z _ 1,�441 B IL ING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ti LL,L, ` 4 �� NOV 1 zflla FBC 200 PERMIT APPLICATION Master Permit No. t2 sevi Permit Type: JOB ADDRESS: BUILDING ROOFING City: Miami Shores County: Folio/Parcel #: 0 3 z ® is the Building Historically Designated: Yes Miami Dade Zip: 9-3/32 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ,L.t 1rJ G Yr€ e) A/dif A16-#4 42 . Phone #: Address: Z V NE f tP c i- City: AIL: - Aet..c State: Zip: 33 !- 0 Tenant/Lessee Name: Email: -277 1,Cs"-F- Phone #: CONTRACTOR: Company Name: Z IQ W Address: s City: k\ AI AAA t State: N Pf1 - Zip: Qualifier Name: -M�c� . Phone #: 6 66 (I / ` 5 DJ_ a GG f3 State Certification or Registration #: C \�Z � aci Certificate of Competency #: Contact Phone #: 1 51 991 Email Address: 93548 «i%f 5 GJ- DESIGNER: Architect/Engineer: Phone #: 474--4 6k 5 1S i2A c o I v Phone #: 0/ Value of Work for this Permit: $ if// 5TO Square/Linear Footage of Work: ❑Alteration UNew epair/Replace air . 2-ano S t r ;a� Type of Work: Addition Description of Work:. Color thru tile: no 5-415.- ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4441/ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc'.. s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature -(i_.,e-ae O ' for Agent The foregoing instrument was acknowledged before me this day of 102-110 \120 keg, by .�O(& -2- euitrp ABC 14a444 who is persona wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: le? Print: My Commission Expires: PATRICIA KRAUSE MY COMMYSSION # EE086622 EXPIRES : April 26,2016 Balled Thry Notary Public Underwriters Contractor The foregoing instrument was acknowledged before fine this / 6i-- day of MD'I , 20 1 �, by Ace", &\ f. who is personall me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: PA t RICIA KRAUSE My Commission Ex%�9MMYSSION # EE086622 PIRES : April 25,2015 Bonded Thru Notary Public Undenuri#ere ************************** * * * * * * * * *Y **** ****3e3r:F *** *kk: ** Y3c: F**** *** 3e4e3e*: Y*9e***** 4e3e*: F3: *$ c** *9e :F3e3e4e**3e4e3:3e &**3r9*** APPROVED BY1Z /! /00/Z • Plans Examiner Zoning Structural Review Clerk li tised'3 /12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) m ar'n Snores Village A7PRO\,,ED • ZONING DEPT BLDG DEPT BY DATE A4T2— SUBJECT t 0 CC,MPI J,NCE W111-1 ALL FEDERAL • 1E AN Li C(.., Nfrifoikiitilion HIGH-VELOCITYNv 20uRiRi3cANE: No ZONES 2010 High Velodty Hurricane Zon e Uniform Porn* Application Form. Master Permit No. Section A (General Information) Process No. Contractor's Name 44t5 5+AT— awl Rfrotvir6 tii 'Arc. zeg N. -crf si' /.A4& sitered IL Job Address 'Low Slope 0 Asphaltic Shingles ROOF CATEGORY O Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile o Metal Panel/Shingles 0 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof 0 Reroofing 0 Recovering jirtepair 0 ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Zy SASt, 7-1 • c, 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. 2010 FLORIDA BUILDING CODE — RESIDENTIAL Ad 91 • HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low s Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify N y as NA") System Manufacturer, plf f 6' ct( off NOA No.:c - 10i1q- ®cr Design Wind Pressures, From RAS 128 or Calculations: P1: -t/2 P2: i 123: /1001 Max. Design Pressur , From the Specific NOA System: --j G • Deck:Type: O( ft Y LOo6 d Gauge/Thickness: U A' Slope: a. Anchor/Base Sheet & No. of Piy(s): N14- Anchor/Base Sheet Fasteneflonding Material: Insulation Base Layer. fr4- Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Meal: Top Insulation Layer: WA' Top Insulation Size and Thickness: W Top Insulation Fastener/Bondi )ngg r4terial: lope Application) Fastener Spacing for Anchor/Base Sheet Attachment Field: ° oc , # Rows 2 © oyc o ° oc Lap@ LapR, # Rows oc oc @ Lap, # Rows @ °oc Number of Fasteners Per insulation Perimeter: Comer. Board Field 14P- Perimeter NI- Corner WA Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, 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. Base Sheet(s) & No. of Ply(s)601/l/4.5 -f-13" jrseReOsileffileondings Material: Ply Sheet(s) & No. of Ply(s):6af 761 l v (ZJ Ply Sheet asteng�ir dIn jersey 7/pe Top Ply:6gt Ll f ne( a? ?�� Top Ply Fastener! Bonding Material: Surfacing: 6 L7tD k 4422 Parapet Height IrFT. Mean Roof Height 2010 FLORIDA BUILDING CODE — RESIDENTIAL UL Online Certifications Directory Home Quick Guide Contact Us UL.com (� �j TG V .81306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 Class A 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. Ply Sheet: — Three or more plies Type Gl or " GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite/urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. mximl?._..,,s Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ". liAig( rA[2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FI AGI ER BUILDING 140 WET FLAGLER STREET, SUITE 1603 MM.MI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 arid 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 uilt Up Roof System. for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a. renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 Cont , the orida, NOA d followed by the expiration date may be displayed in advertising literature. If any portion displayed, then it shall be done in its entirety. distributors and shall be available for inspection at the job to the user by the the request of the Build g Official. distributors and s This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throp gh 19. The submitted documentation was reviewed by Jorge L. Aeebo. A A (!) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non- insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. • Fire Barrier: FireOufTM Fire Barrier Coating, VersaShield''Non Asphaltic Fiberglass Based (optional) Underlaynieiit or Seeu rock "". Base sheet: GAFGLAS® #80 ULTIMAT"' Base Sheet, STRATAVENTi ? Eliminator"' Mailable, RUBEROlD® Modified Base Sheet, RiTBER ®ID® 20, RUBEROID® Heat- Wekdru Smooth or RUBEROID® Heat -Welds 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex Ply", 6, GAFGLAS #75 g S or any of above Base sheets attached to deck with approved staggered and in two nails and tin caps at a fastener spacing of 9 o.c. at the la p stagg rows 12" o.c. in the field (Maximum Design Pressure --45 psi; See General Linaitagon #7) GAFGLAS'1 Ply 4, GAFGLAS® -Flex Plym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" !Drill -Tecm steel plate or Drill- Teel'"' AccuTrac Plates, 12" o.c. in 3 rows. (Inc pm is in in the the side of lap The et.other rows are equally spaced approximately (Maximum Design Pressure -45 psf, See General Limitation #7) 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Designs Pressure 52.5 psf, See General Limitation #7) GAFGLAS4 #80ULT1MAm, RUBERO1D720, RUBBROID® Mop Smooth, base sheet attached to deck with approved 11 annular ring shank nails and inverted 3" steal 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 prof the membrane. (M m Design pressure --60 ps, f, See General #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, /#14 or # 15 Screws and 3" Drill -Teem steel plate or Drill- Tecm 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 —6 #psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Limitation #7) (Maximum Design Pressure —60 psf NOA No.: 07- 1219.09 Expiration Date: 11!04/13 Approval Date: 03!20 /08 Page 17 of 19 LAS® #75 Base Sheet or any cf above Base sheets attached steel e with GAFGLAS® #14 or # 15 Screws and 3" D Drill-Teem #12 standard, plate or Drill- TecT"' AceuTrac Plates, $'9 o.c. in 4 rows. One Q �wi� �e the d of the sheet. The other rows are equally spaced approximately #7} num Design Pressure —75 psi, See General Limitation RUBEEt.01D® MOP One or more plies of G ®GLASS' PLY 4, #30 L ITIM , OID0aMjt Ply Sheet: Smooth or RUBEROID® 20 adhered in a PP applied within the EVT range and at a rate of 20-40 lbs.sq. Mineral Cap Sheet: (Optional) One ply of GAFGLAS ® Min Surfaced Cap Sheet or h GAFGLAS° EnergyCalind Mineral Surfaced Sheet adhered in a full adhand at a rate mopping of approved asphalt applied within the EVT range of 20-40 lbs./sq. ®24 is top Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBBROID membrane) Install one of the following: respectively in 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibsfsq. res P a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood applied coat of Leak Buster"' Matrix'' 103 Cold Process Adhesive app at a rate of 3 gal./sq. GpgGLAS® Energy Cap 2. GAFGLAS® Mineral Surfaced Cap Sheet, of approved Mineral Surfaced Capsheet adhered in a full mope in S ap asphalt applied within the EVT rang e and at a rate of 20 -40 lbs. /sq - 3. Leak Busterm Matrixim 303 Premium Fibered Aluminum Roof Coating,.at 13 gal. /sq. 322, 4. Leak BusterT"I Matrix"' 715 , Leak BusterTm' Matrix TOPCOAT'® MB +, TOPCOAT® Fireshield ElastoineriG Roofing Membrane, applied at 1 to 1.5 galfsq. T"' MatrixTa 602 MB Xtra Elastomeric Roofing 5. Leak Buster Ivienibrane, EnergyCoteN roof coating applied at 1 to 1.5 gal. /sq. S TOPCOAT'® Fireshield°' S13 Solvent 6. TOPCOAT® Surface eat e applied .at lto�1.5 galJsq based Elastomeric Roofing NTembmn p mate solar energy 7. Advance Green Technologies Photovoltaic Lam Hance erf collector auxiliary roof equipment installed in come with manufacturer's specifications and applicable Building Codes. Maximum Design See Fastening Above Pressure: NOA No.: 074219.09 Expiration Date: 1i/04/13 Approval Date: e 18 of 19 WOOD DECK SYSTEM LIMITATIONS: fastened base or anchor 1 A slip sheet is required with Ply 4 and Flex PlyT''A 6 when used as a mechanically sheet. , Zn T stun board is acceptable to be installed directly over the 2. Minimum '/4" Dens DeckTM or r � e � wood deck. GENERAL LIMITATIONS: wed Roofing Materials Directory I. Fire classification is not part of this accepts. cceptance, refer to a. current Appro for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with of approved ✓ Product Control Approval guidelines. All other layers shall be adhered pnechanl mopping ing ofd using the asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., fastening pattern of the top layer lied in approved asphalt, 3. All standard panel sizes are acceptable for mechanical attachment. When app panel sine shall be 4' x 4' maximum. panel is required on all applications over closed cell foam 4. An overlay and/or recovery board insulation ped If no recovery board is used the base sheet shall be approved asphalt, l2" diameter r circles, 24" o.c.; or strip mopped 8" insulations when the base sheet is fatly mope a continuous applied using spot rows, one with app " break shall be placed every 12' in ribbons in three rows, one at each sidelap and one down�ie� � of the sheet allowing arca of ventilation. Encircling of the strips is not accept system shall b at l cedimurn rate of design pressure min rn of m rate each s. /sq. to allow of atte hied sy ms Asphalt l bellimited g a maximums d voce of 275 12 lbs. /sq. Note: Spot Characteristic Force c�i �,. Fastener spacing for insulation attachment Application s Standard TAS 105. if the fastener value, as field- tested, as tested in compliance with Testing tested, are below 275 lbf. insulation attachment shall not be acceptable. value listed within a specific er spacing for mechanical attachment of anchor/base sheet o member attachment is based on a ��, Fasten P the listed within specific ifi m minimum fastener resistance value in conjunction with required, as determined by a Registered Engineer, Architect, or system. Should the fastener spacing, prepared, messi s be less than twit y a Florida F shall utilize the ilea, or a Registered fastener spacing, t may signed d sealed by fastener spacing Application Standards TAS 105 and calculations in compliance with Registered Roof Consultant may resistance value taken from Testing App requirements of these areas. Roofing Application Standard RAS 117. uplift pressure re9 lance with Fasteners and corner shall be increased edfor both ns adofl P a compliance ance h Calculations prepared, signed and sealed by registered is Fastener densities shall be increased for both insulation and base sheet as calculated in co limitation F Roofing Application Standard RAS 117. Gal e� this Registered Architect, or Registered Roof Consultant (' Professional Engineer, General Limitation #9 will not be applicable.) s shall specifically referred within this NOS profile, and/or flashing termination design applicable wind load requirements. s. All fttachment and suing of Application perimeter andard RAS 111 and app a zones (i.e. field, conform with Roofing designed pP licable to all roof ppriii for enhanced si.. shall be �; Tee maximum ers pressure ther rrationall analysis, nor extrapolation shall be permitted ' d corners). perimeters, and applicable.) within this NOtS, General Limitation #7 wiltihe Florida Building fastening at enhanced pressure zones (i.e. perimeters, extended corners and this limitation is listed specifically referred have rdance with All products listed herein shall have a quality assurance audit in acct Code and Rule 913-72 of the Florida Administrative Code. Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval pate: / Page 19 of 19 SECTION R4402.13 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 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. _A' 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. p — ee- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be 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 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 to be performed. 4. I - p Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not over`faaded 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. I " Ventilation: Most roof structures should have some ability to vent natural airflow through the the cture assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may b beneficial to consider additional venting which can result in extending the service life of the roof. Owner /Agent's nature `'pate Contractor Si•'ature Date Revised on 7/9/2009 LD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): 7 6o S Address: City: Tenant/Lessee Name: Phone #: Email: )gcssiv MAY 15 Val AD BY:..- Esc 20 /6 IA-4610i Permit Noe' Master Permit No. ROOFING County: Miami Dade 3 3 / 3 cP A NO Flood Zone: 1 a CVO State: rc. TAM. ? q Phone #: Zip: CONTRACTOR: Company Name: Address: p� n .1 g I q t ) City: `ueA 1\ 101, � Qualifier Name: At eb- (s wG ®jL Phone #: To1 r State: T t e At. State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: Zip: '33'17V. Phone #: 'Z "4.0 0)/070 C : /t✓'% 17f 7 Certificate of Competency #: Email Address: et/T J e e7 71e, tick Cip ten Pho #: Value of Work for this Permit: $ COO, 00 Square/Linear Footage of Work: 1494149 U Type of Work: °A'ddition . °Alteration UNew Repair/Replace Description of Work: Ai .e2. S) f`t' z' ifie p yv a- f, ca/ tD ,2 °Demolition ***** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * *Fees t * *** * * * * * * * * * * *** * * * * * * * ** * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ •5 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I the absence of such posted notice, the inspection will not be approved,oreinspection fee will be charged. \ \� Signature Owner or Agent The foregoing instrument was acknowledged be re me this ! The foregoin day of who is perso day of who is personall , 20 4_, by me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY ROOM LUCAS 1014 lawntes : APRIL` 26, 2014 Bonded 'Amu Reim Udenvithis Contractor trument was owledged before me this 9 l 20 %y , me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ROGEp US Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09)