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RF-10-1363Inspection Number: INSP - 149432 Permit Number: RF -7 -10 -1363 Scheduled Inspection Date: August 30, 2010 Inspector: Bruhn, Norman Owner: Job Address: 10150 NE 2 Avenue Project <NONE> Contractor: CAPITAL INDUSTRIES ASSCIATES INC Building Department Comments REMOVE DRIP EDGE AT EAST AND WEST FLAT ROOF. REPLACE ROTTED WOOD. REPAIR WOOD TO MATCH EXISTING. INSTALL NEW DRIP EDGE 3" X 3" NAILED 4" OC. SEAL WITH MASTIC AND MEMBRANE. COVER WITH MODIFIED BITUMEN CAP SHEET. Passed Failed Correction Needed Miami Shores, FL Re- Inspection Fee August 27, 2010 Tr-c?6? No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments ec For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060131850 Phone: (305)637 -9883 Page 18 of 34 Z3110 Miami Shore BUILDING PERMIT APPLICATION FBC 20 • Permit Type' BUILDING ROof'IN w Owner's Name (Fee Simple Titleholder) M Lami Shores Christian, Church Phone # 786- 322 -0078 • Owner's Address 10150 N. E 2nd Avenue City . Miami Shores State FLT Zip 33138=2342 Tenant/Lessee Name Phone #. Email Job Address (where the work is being done) 101 0 N.E 2nd Avenue. City Miami. Shores Village . 1. County Miami =Dade Zip 33.138 -2342 FOLIO : PARCEL # ::11- 3206 - 013 -1850 Is. Building Histericalty.Designated YES NO . . Flood Zone Contractor's Company Name CaPrt Industries Assoc Inc ph # 305- 637 -9883 Contractor's Address 3249 NAT 38th Street. City . . Miami State Qualifier Name Ronald Saifman. State Certificate or Registration No CCCO54760 Contact Phone 305 -637 -9883 Architect/Engineer's Name (if applicable) Type of Work: (Addition []Alteration Describe Work: Building Department 10050 N.E2n4Avenue, Miami Shores, :Florida 33138 Tel: (305) 795..2204 Far (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Rcrnovo drip c dcrc at cast ■• .e • Zip . 33142 Phone # 305 - 637 -9883 AUG 1 8 2G1 Permit No. Master Permit No ° �' l Certificate of ComppetencyNo. b(34 a©l Ed[r kei k t 45.00 Value. of Work For this Permit $ Square / Linear Footage Of Work; 225 sf []New;.: A: Repair/Replace 0 Demolition OP egtsV+ + m aioz e' IS () fit .' ke ********* * * * * * * *** * * * * * * ** **** * * * *. * ** ** Fee *'*********** ** ** * * * * ** * * ** * * * * * * * * ** * * * * ** zs Submittal Fee $ Permit Fee $ . 41- S' stetQ.c atbe L CCF $ CO /CC $ Notary $ Training/Education F.ee. $ Technology Fee $ Scanning $ Radon $ .. DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $. Total Fee Nov Due $ O f See Reverse side -4 Bonding. Company's Name. (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address � City '.:' ". State ;.:. . . Zip is hereby made to obtain a permit to do the work and installations as indicated: 1 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. Signa Owner or Agent The foregom:instrument was. acknowledged before me this ICO dayof Jam► ,? Duo, V who is personally known to i*or who has produced APPROVED BY As identificati s and who did take an oath. ,A ,P 0 ,66 LTC. Sign: ; P� ��e Y� L \rlW V.YM • Y • v Jamie M. Kostas y Commiss Exp ~r Commission #DD955226 pi Expires: JAN, 25, 2014 • :. BONDED MU ATLANTIC BONDING CO, INC. Plans Examiner' , day o Engineer Signature The .foregoing instrument was ac Contractor ,20JO,by aged before e this 46 f ''` - • who is personally known to II r who has produced as identification and • .ho did take an oath. NO °+ PUBLIC: `e " : 1 r� .; .1: C : A 1,'5/1)1), nt ` s J� .[ `e 510.?! t+r+w ' Expires " JAN, 25, 2014 y C.ommisSlOAo t 3TLINTIC BO\'DLN16 Ca, INC. Zoning Clerk .checked 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: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a co of the notice o commencement and construction lien law brochure will be delivered to the person P g f copy .f .� P whose property, is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In s of such posted .. notice, the inspection will not be s 0 "roved and a reinspectiori fee will. be: charged. • r�i9 1 f 1..1 � r �ri (R.evised07 /10 /07XRevised 06/10/2009) • • • • • • • .• • • • 0 • • •••,•• • • • 0 411110 0 • 123 01-48 5/03 PAGE 2 Florida Bulb Code Edition 2002 High Vebty Fie zone uniform PennitAppRoation Form. Section A (General Information) Master Penult No. eg7' ! D- 3 3 Process No. Contractor's Name C 4 i V.-1D /Met. .sob Address C D LSD /36' 2 !Mai' Low Slope ••..!] Asphaltic •••• ROOF CATEGORY 0 Mechanically Fastened Tile 0 Metal PaneIShIngies 0 Pnascriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION • ....Low Slot; Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) •••• 4 z 2K - AnG � 2a( 1 13 MortarlAdhealve Set Tile 0 Wood Shingles/Shakes Are there Gas Vent Stacks? Yes ❑ No Type: Natural ❑ LPGX ❑ 0 Re- Rooflng Recovering 0 Repair 0 Maintenance Section B (Roofs Plan) Sketch Roof PIan: Illustrate all Weis and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identlfy dimensions of elevated pressure zones and location of parapets. lio nom■. mMimmmi ■mMimmmmm /im ■mmmmmm■i■i■mm lmswil lm /i'u• ■mu.mmommom■im ■m ■.MMmmi I• iii■■ Hm /m.mMMmMOmm•m■ ■ohms•■.■ mil■ i /mMUA I t�S'■ illiii ■s ■m■ ■ ■■mmoiii. ■o■M■mmsimi immanM•ini mmmM■•■ /■illo mum iiis■ ►a ■ //il•Ha'iicamm/■/ ■/■ iliuiii / / ■■■i ■■iiimm I■ mom■.■• p •.M ■iii■■imMmiMmiim ■M■ /sTimmo ■ ViAr r miMmrtmoweentWil■■••M ■im■ui■m•■ Imm■m ■ / ///Mmompo■•mimoi /iii ■mMmm1momusUI li mo imyti+ ■I11'rA■momma#.# ■m ■mmMhi I■ ■i• moil/// / /i/ ■ii // /ii / ■i /i /illiliwziummi ndli■iivi /i!>•■i /i/ ■■i mumili ■i■i//i■ I■ O■■.•pmmu mM.iM /iii Mi ■ ■.•Mi » r■ er 1i/l';•ir■MI�oi; •.uOmOWir•■ ■m /Nisi. ■■ ■ 111! ■MM ■R•p!.•• ■. im ■ ■o.MiMMp ¶I [Ielr.f�► M➢' /i.'.:1•r r^!- 1 !�- „7/i /•■mi•••/iiiii //■ - ;2=== MEMVAMs+IMI•pmp■iiiONwk *W M•■R.Q %m"1 modal M A■i■•m■Mi•s■oMisMM.•■ maimmmommmuMMMhh■mmi•mhcvmsrArm ;rnommimmmm /■snub. iM minuM ■mill•■ limb immil■■mmmmu••mmmsmmmmmmlJi~ i mmmmrmm ■m mmmmmmmm•mmmmi•umm•■mmmmmmM■ Lome.•.• /mom /miimoomm•omommml iJllll r mm.Mmmm nommmm■hmphmmmmm■ •m• ■mmmmoi Ilmli pirmmi mslii 1MmM m mmum milli Oirn illins mi �i� rimmr �•rr�t��• mmmm•uimi■ ImVI•m■Mm•i•m■MMMT.pm•M.mmMsioNe ► I►MAMMI ■piMmi; 1. iiip■ MMMMiim/ mmmm//■' M•/ M■ mi•• ■mmM ■EMOM•iM•m. ■ ■•mM•p■ ■o■. /.moil imum.mMMm MOni o.mm. /• ■m/ memo.mmoimm•• /l ■mmm.om IMMOMI MMOMM••io ■i IMm•MOMMUM ;OMMO /.Om• isms Mm I% m./. imlom .. ■Mi ■mMEo ■mmmm.mmummim /M MIIM m /1•• Im• o■ mMM.••■ m�ooEl •mMMmimmMmiimm ■m.oM•mMMOMMO mom •■omMmm■m.MM■m■Mi•sim.i.0 ■uu. miummommumemnimminsMOMmomicummommilmournmemmimmimmimmoommummominini Imo•mmannummmm..iiipoim ms••mm•3I /miminn•immmmmm immmmml.m•.lmmmmmmimimm■•imi Immim■m•.MilMmo.mlim ■ .••room■ mini/ MMS. sm• mi■ m ■ ■mumarommmmmournummimm•mm••mp/ loos.• �mu•ili• mom.ms■ ■noun... ■mm. mom.■ s.. mm. mi....•mmi.mumimmsms■o•.ouuuu•■ Ise /mm�[•mmil.mm ■m. im•mm Mm /•MmmomMMM m.miimurnmom .•mm s Mlommor um•im•m••■ l(•MM IiiaRKEROMMEMMmMM AMMIli . p■ ipmm• inpmMm. omm ■•smumm...•mi.mmmmiii.. 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MMOMMm•• mMmmM■ oMim• m •mmmsmfmm•m.mimmmmmm i•ui■mm•ii iiimu mg- ..}I■1 muiii.•••mini mmirmnmmimmmom ■iMmimmmMmmmmmmM.mmmmammormim mm■i onsi mmmmmmilpmim•mminum m•i i• ■mMS.MmiMmosimmo •i. •p■ I / ■poi■OSOU om rmo i i•o ■ mill Mi ANA hO• ■MOMMmiM ■Mm ■■m mumi•p•Mi•immi mmumm•/.•Mm pp m•••mlimmiiM■ COMMm'MINWOMMmmRi•mMisi m.iMMm• ■• mM■ rnminM■M■mmumimmmmim.•mnnumooml .Isom.■ ImUmmsnon11mnsa. iii•.irmmillMm mumillimmu mmumerso ■mmm•••Mmm mainammo mmim.M■ 69 IMMERMW' a M M M l Mr INNUMNOMOMA Mmmimm� %rlit!IXMORM E■ rl• MMIiIMllMoe .Mi!imM•••M.i /•p.M•mm■ /sM•M.•. ■mlimmennannM pipMM:A <spllM.!l.i•m■ l /misMipl:Ji /MOM£ ■•.■■i ■ /i■•mismi mo ins .Mini mm mans /Mm ilmMO MMMii.Miummill mi •: ' : s�'m ::. brim. :M�:M MMUmmIS IMMIN aim osmium ism /i.rmum■ ossi m miti m i mswOrr /rsmm unsi•lrmm mly • .... • • • • • •• • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • • • • • • • •• • •• •• • • •. • • 123_01 -48 5/03 PAGE 3 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone uniform Penmlt Application Form. 1 U .••. • GaugeJThidmess: /8 ti Secti_on_C Low Siooed R oof S yst= Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA") System Manufacturer: er: NOA No.: 01 02.2.8 < 10 Design Wind Pressures, From RAS 128 or Calculations: Prrmx1 Pmax 2 ' Pmax3: I� •Z Max. Design Pressure, From the Specific NO j & • �aberN: :Atiohoi/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thidotess: Top Insulation Fastener/Bon Material: Base Sheet(s) & No. of Ply(s): 2. Ply Sheet(s).& No. of Ply(s): Surfacing: a/fr Ply Sheet Fastener/Bonding Material: Top Ply: O i!»6i Cam. ao PR. Top Ply Fasted ing Ma'ia 4W_ Fastener Sparing for Anchor/Base Sheet Attachment Field: a. ' oc @ Lap, # Rows $' oc Perimeter. 4 ' oc c Lap, # Rows 4 @ 4 ' oc Comer "oc c: Lap, # Rows '@ 6 • oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. 1: 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. M lA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 71717 Street Denver, CO 80202 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miami -Dade County Product Control • • t vision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County • • Md otheiase where allowed by the Authority Having Jurisdiction (AHJ). • • • This NOZ shall not be valid after the expiration date stated below. The Miami -Dade County Product • Control 13!v�i n (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) • • :liserve t1 to have this product or material tested for quality assurance purposes. If this product or • material faastp perform in the accepted manner, the manufacturer will incur the expense of such testing • IM the AL�J•mny immediately revoke, modify, or suspend the use of such product or material within • •their juristhebiei . BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade • • Eojmty !bitten? Control Division that this product or material fails to meet the requirements of the • AAplicablt huH1'ding code. • •Ybis 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: Johns Manville Modified Bitumen Roofing Systems Over Recover 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 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 revises NOA No. 06-0626.08 and consists of pages 1 through 53. The submitted documentation was reviewed by Jorge L. Acebo NOA No.: 07- 0228.10 Expiration Date: 07/19/11 Approval Date: 08/16/07 Page 1 of 53 Membrane Type: SBS Deck Type 7: Recover Deck Description: Wood System Type E(3): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: • F teeing: • • • • • •• • • • ••. • Surfacing: • •• •. • • • • • • • • •• •• • • •.P1) Sheet:. "" • • • •••• • • •• • • • • • •• • •• • • • • •••• • • • • • •••• Membrane: Maximum Design Pressure: One ply of GlasPly Premier, PermaPly 28 or Ventsulation fastened to the deck as described below: Base sheet shall be lapped 3" and fastened with UltraFast screws and 3" plates 8" o.c. in the lap and three rows staggered in the center of the sheet 8" o.c.. Base sheet fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements of applicable Building Code. (Optional) One or more plies of DynaBase, DynaBase XT, DynaBase PR, GlasBase Plus, PermaPly 28, GlasPly Premier, Glas Ply IV, DynaLastic 180S or DynaPly adhered to the a base sheet or perlite top layer with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or one ply DynaWeld Base heat welded. One or more plies of DynaKap, DynaKap FR, DynaMax, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. or one ply DynaWeld Cap FR heat welded. Or (Only with a modified Base or Ply sheet) GlasKap adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) Install one of the following: 1. 2 -3 gallons TopGard B emulsion/sq. or 2 gallons aluminum coating/sq. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. -52.5 psf (See General Limitation #7). NOA No.: 07- 0228.10 Expiration Date: 07/19/11 Approval Date: 08/16/07 Page 51 of 53 RECOVER SYSTEM LIMITATIONS: 1. All System Limitations and General Limitations shall apply. See specific deck type Notice of Acceptance for deck type System Limitations. 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 20-40 lbs.sq., or mechanically attached using • the fastening pattern of the top layer • • • • A11 stapcd „panel sizes are acceptable for mechanical attachment. When applied in approved • • asphalt,panet size shall be 4' x 4' maximum. • 14. An overlay &nd/or recovery board insulation panel is required on all applications over closed cell • • • foam insujaions when the base sheet is fully mopped. If no recovery board is used the base sheet • . : shall be, iljed using spot mopping with approved asphalt, 12” diameter circles, 24" o.c.; or strip • • • mopped.$: ribbons in three rows, one at each side lap and one down the center of the sheet allowing • • • 3 conttnuaus'area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be • • • placede•12' in each ribbon to allow cross ventilation. Asphalt application of either system shall • • • • • • pe at re/Mittman rate of 12 lbs /sq. Note: Spot attached systems shall be limped to a maximum • • • designrp ;J►re of -45 psf. • ?• • • 'h'asteneT spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of • 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and 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 #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 07 -0228.10 Expiration Date: 07/19/11 Approval Date: 08/16/07 Page 53 of 53 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. TAX FOLIO NO.11 - 3 2 0 6 3 — 185 0 STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. Legal description of property and street/address: 10150 NE 2nd Avenue, Miami Shores, FL 33138 -2342 1 53 41 6 53 42 Miami Shores SEC 1 AMID PB 10 -70 TATS 1 TO 5 INC BLK 14 1101' SIZE 245.000 X 130 2. Description of improvement: Roof Repairs 3. Owner(s) name and address: Miami Shores Christian Church Notary Public hint Notary's Name ± y :commission expires: 123.01-52 PAGE 4 8/02 10150 N.E 2nd Avenue, Miami Shores, FL 33138 -2342 Interest in property: Church Name and address of fee simple titleholder: 4. Contractor's name and address: Capital Industries Associates, Inc. 3249 N.W 38th Street, Miami, FL 33142 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: tgkfrll ts!!y. 6_-U5 Signature • f Owner 4= ff Print Owner's Name A RP o 0 Sworn to and subscribed before me this e S dri of • x •• .� a n ` cow ? " ,p ? a' 1:11.1eAs4/11:9 1,, to 11111111111 11111111 11111111111111111111111111 oyr,'the CFN 2O1ORO52354•6 OR Bk 27375 Ps 2107; (1a9) RECORDED 08/04/2010 10:04 :28 HARVEY RUVINr CLERK OF COURT HIAMI -DADE COUNTY? FLORIDA LAST PAGE 6.'1+ C1EQR 6 7. Persons within the state of Florida designated by : ' a tmirittka 1. 1l Oth . provided by Section 713.13(1Xa)7., Florida Statutes' Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Ltenor'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 diff P b J.Kostas c/o • Capital Industries Assoc Inc. Address: 3249 N.W 38 Street Miami, FL 33142 Ownala Notification Form 07 Fr, BY n i \TE SECTION , , - HIGH VELOCITY HURRICANE ZONE REQUIRI:l C-- TION F 1 R ROOFING 1524.1 Scope. As it pertains to this section, it is ti erespo i i14 with the required roofing permit, and to explain to tpt9,9 veer th con Chapter 15 of the Florida Building Code, Buildirig$o;reinie' 'Filents sand industry for roofing system installations. AdditioAafiiliitdllO*iiigitemsishoukLbpraddress agreement between the owner and the contractor. The owner's initial in the designat item has been explained. "Delivering Excellence Every Day" 1. 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 maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. 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: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall n : • ' ed. Airm Date: / Permit Number: MIAMI. COUNTY Owner's /Agent's Signature: Contractor's Signature: Property Address: 11 Z.S ONSIDERATIONS provide the owner ovisions of dards of the as part of the dicates that the ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Editi JUL 2 $2O1O -High-Velocity Hurricane Zone Uniform Perk �a��oo� ®m �evovevomme�m� Master Permit No. Process No. 1. k t Contractor's Name l • A .Te"c• Job Address ROOF-CATEGORY X Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ New Roof ❑ Reroofing ❑ Recovering `Repair ❑ Maintenance Low Slope Roof Area (SF) 2 FLORIDA BUILDING CODE — BUILDING • I _ - a n I • in 2E PT catlon Form. OBJECT 10 CCMPLIANCE WITH ALL FEDERAL t:111 ND CCUN N RULES AND REGULATIONS ❑ Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) • ZONING DEPT • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 0400 • • • Total (SF) Se.Ctinn s (Rnnf p_ I 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. • • • • • • • •• • • • • • • • • • •• • • • • • • •• • • 000 • • • • • • • • • • • • • 00 00 • • • • • • • • • :2 ■ --- I 1-4 _ • Rh.%""I4o l 1 •• ''• " •.• • • • ••• • • • • • • • • 7,Y% / 1 , • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Editi JUL 2 $2O1O -High-Velocity Hurricane Zone Uniform Perk �a��oo� ®m �evovevomme�m� Master Permit No. Process No. 1. k t Contractor's Name l • A .Te"c• Job Address ROOF-CATEGORY X Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ New Roof ❑ Reroofing ❑ Recovering `Repair ❑ Maintenance Low Slope Roof Area (SF) 2 FLORIDA BUILDING CODE — BUILDING • I _ - a n I • in 2E PT catlon Form. OBJECT 10 CCMPLIANCE WITH ALL FEDERAL t:111 ND CCUN N RULES AND REGULATIONS ❑ Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) • ZONING DEPT • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 0400 • • • Total (SF) Se.Ctinn s (Rnnf p_ I 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. • • • • • • • •• • • • • • • • • • •• • • • • • • •• • • 000 • • • • • • • • • • • • • 00 00 • • • • • • • • Section C (Low Slope Application) FM in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. Product Approval No.: C " 0 4 0 1 • O Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product) a Approval system: t� Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): ( 2 e) Base `otFapnef/Sop_dina tlowc4 Ply Sheet(s) & No. of Ply(s): #1,4* Ply Sheet FastenerBondingfaJterial: Top Pty: 1)4 t■S Oat 30 a t, Top Pty Fasten r n ng`1• FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High- Velodty Hurricane Zone Uniform Permit Application Form. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows @ " / oc Perimeter 1 " oc @ Lap, # Rows r @ m" oc Corner: fe " oc @ Lap, # Rows %C oc Number of Fasteners Per insulation Board: Field Perimeter Comer 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 Spadng or Submit •• ••• • • • • • • • ••• • • • • • . • • • • • • •• • ••• • • •• • •. • • • • • • •• •• ••• • • • • • •• 1 • • • . • • i l[ a fa r Mean Roof Height • •• • • • • • •• • • • • • • • • • • • • • • • • ••• • • ••• • • •••.. ••• • • • • • • • • • • • • •• •• • ••• • • Subj: Miami Shores Christian Church Date: 7/8/2010 9:02:35 A.M. Eastem Daylight Time From: presrrsl @aol.com To: CtAroof cx,aol_com See attached • • •• ••• • ••• • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • Thursday, July 08, 2010 America Online ClAroof •• ••• • • • • • • •• • • • • • Page 1 of 2 • • •• • • • •• ••• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • • •• •• ••• • • • •• • • • •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • ••• • • • ••• ••• • 4 • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • ••• • •• • • • • ••• • • • • • • • • • • ••■ • • • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • MIAMIOAIM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 71717 Street Denver, CO 80202 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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. DESCRIPTION: Johns Manville Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically 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 revises NOA No. 07- 0228.06 . and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acebo. NOA No: 09-0902.04 Expiration Date: 07/19/11 Approval Date: 05/12/10 Page 1 of 20 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank, fastened with #8 screws. System Type E(3): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet One ply of GlasPly Premier, PermaPly 28 or Ventsulation fastened to the deck as described below: Fastening: Base sheet shall be lapped 3" and fastened with 12 ga. annular ring shank nails and 1 -5/8" diameter tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 9" o.c. Ply Sheet: (Optional) One or more plies of DynaBase, DynaBase XT, GlasBase Plus, PermaPly 28, GlasPly Premier, Glas Ply IV, DynaLastic 180S or DynaPly adhered to the a base sheet or perlite top Layer with approved mopping of asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or one ply DynaWeld Base heat welded. Membrane: One or more plies of DynaKap, DynaKap FR, DynaMax, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or one ply DynaWeld Cap FR heat welded. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. Surfacing: (Optional) Install one of the following: 1. 2 -3 gallons TopGard B emulsion/sq. or 2 gallons aluminum coating/sq. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 lbs.sq. & 400lbs.sq., respectively. 3. GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Maximum Design Pressure: -60 psf (See General Limitation #7). NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05/12/10 Page 19 of 20 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIIVIITATIONS: 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.sq., 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 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, 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 #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable) 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: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05/12/10 Page 20 of 20 BUILDING PERMIT APPLICATION FBC 20 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. 'girl 0 " 1303 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Miami Shores Christian Church Phone#: 786- 322 -0078 Address: 10150 N.E 2nd Avenue - City: Miami Shores State: FL Zip: 33138 -2342 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 10150 N.E 2nd Avenue City: Miami Shores County: Miami Dade Folio/Parcel #: 11- 3206 - 013 -1850 Type of Work: DAddress DAlteratiion DNew dkepair/Replace Zip: 33138 -2342 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Capital Industries Associates, Inc. Phone #: 305 - 637 - 9883 Address: 3249 N.W 38 Street City: Miami State: FL Zip: 33142 Qualifier Name: Ronald Saifman Phone#: 305 - 637 -9883 State Certification or Registration #: CCCO54760 Certificate of Competency #: Contact Phone #: 305 - 637 -9883 Email Address: ciaroof@aol.com DESIGNER Architect/Engineer: Phone#: 600a Value of Work for this Permit: $ 8,745.00 Square/Linear Footage of Work: DDemolition Description of Work: Remove drip edge at east and west flat roof. Replace rotted wood_ Repair roof to march Awiating_ Install new drip edge 3 "x3" nailed 4" oc. Seal with mastic and membrane. Cover with Modified bitumen cap sheet. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F **** lr****f gtr**** ********* **ilU***JtirdYir+t****** Submittal Fee $ Permit Fee $ J Q " CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 In t of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The egoing instrument wa acknowledged beforee meth is day of for SU ( , 201 u, by `- .� lX , who is personally known to me or who has produced R-- iP NOTARY PUBLIC: Sign: Print: My Commission Expires: Owner or Agent As identification and who did take an oath. \ v,CI@ ll is .01/4, iii =v,: ' ��°�` D :4(4 11196616!\ ** ******************************* ************************ ****i ************** ******************* ************ APPROVED BY U Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) Structural Review Signature The foregoin da • NOTARY pL'BLICSTATE OF FLORIDA Jamie M. Kostas ission #DD955226 Expires: JAN. 25, 2014 aoNDED THRI ATLANTIC BONDING CO„ INC. Contractor instrument was acknowledged before me this 20,bYe who is personally known tone or who has produced as identificati and who did take an oath. NOT 1' , PUBLIC: Piitft. Clerk geIO - 13(03 (.2)< e/Hia/m/k erit494,e4/ wieddievn, w/o/tete/iv lismErnim gij Miami Shores Village Attn: Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 To Whom It May Concern: We have hired Capital Industries, Inc., to perform repairs to our flat roofs at the church's main building, situated at the address above. It's our understanding that Capital Industries, Inc. will be applying to the village for a permit to perform this job. Should you have any questions, feel free to contact me at the telephone number listed below. Warm regards. Eduardo Acevedo Oder/ Treasurer Miami Shores Christian Church (305) 668 -7505/ Office (786) 322 -0078/ Cell Cc: Capital Industries, Inc. BY: July 29 2010 10150 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 33138 • TELEPHONE: (305) 759 -0241