Loading...
RF-10-1081Bond $ • ( Contractor's Compan Name Contractor's Address �1 BUIL PERMIT APPLICATION FBC 2004 Submittal Feed CID Permit Fee $ M iami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) P o,„ new u, 1� i sc Lo �/ Phone # 30 J $ 3 3 Owner's Address 12-5-O L j € i ed■ S4 I City 1,4 . Sk j State Tenant/Lessee Name Job Address (where the work is being done) 1'0 ° "1> C )7 o T Q City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO I County Miami -Dade Notary $ raining/EducatIon Fee $ D Scanning $ ( 0700 Radon $ DPBR $ Zip Code Enforcement $ Double Fee $ 3 3 t,3 Phone # ;00 0 Phone # q if' ',2 l � / i State +1 Zip State Certificate or Registration No. e( ,. j �Ct / 2./ Certificate of Competen Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # ,1 M♦/ A a. Phone # Zip No. air Technology Fee $ wiRsT 4 'MI. By: I0 tcl DAddition . DAlteration Describe Work: F Gt O CCF $ I ' � .CO /CC 2.40 Zoning $ Structural Review. $ Total Fee Now Due $ 2 { V See Reverse side -� Bonding Com, 's Name (if applicable) Bonding Company's Address City State The foregoing instrument was ac . i owledged befo day of ,20ID_,by NOTARY PUBLIC: Sign: Print APPLICATION APPROVED BY: (Revised 07 /10 /07) l\Pc Zip Mortgage Lender's Name (if applicable) i 1 Mortgage Lender's Address City State ° "` k�: - Zip Application is hereby made to obtain a permit to do the work and installations as indicated. ' 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 the absence of such posted notice, the ection will not be approved and a reinspection fee will be charged Owner or Agent who is personally known to me or who ���dentili•- on and who did take an oath. me this 4 % The forego' instrument was ackno day of �� 2010 by who • na11y knurl to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P n r-4 s h Print: t : :..' A- My Commission p, „ Tres: % " EXPIRES February 23, 2014 !•; s ,q a Y ' 'Y (.0r) 395-0,5.7 Fioriea►toea , My Commission EXp , )396 ts, ******** 4rir4a**** t, k9rdede�4iraY8z dnkda�Trirar8rtr9rd4dlrai*** ww..... sa 4******************** *4****,* r`•arW* Plans Examiner Engineer Zoning To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: NIA, fi Property Address:_1 . - /G) PE,„ 015 9[ De( Building Official: connections of my building because: IVhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade � u Siot.e4Vave VI4Deolvtioseat 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305- 795 -2204; Fax 305 - 7564972 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. Roofing Permit Number: certify that I am not required to retrofit the roof to wall Print Name Date: Li The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above Sworn to and subscribed before me this day o IA 0 property mentioned. property mentioned. 1 ii ' `fe.: SALVATORE JOHN FEDERICO Notary Public, Sate of Florida at Large �� MY COMMISSION # DD964939 EXPIRES February 23, 2014 * When the just valuation of the structure for purpose of ad valorem -xa i•n s equal to or more than $ ..L + l and the Iglaug nstructed FBC a 1994 SFBC. Then you must provide a building application fro General Contractor for the Roof to Wall connection Hurricane Mitigation. with • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • • Florida Building 'Co High - Velocity Hurricane Zone Uniform► Section A (Genera Master Permit No. Contractor's Name aCd Job Address 11.1V2 , "i/ ❑ New Roof • • ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section of Plan) I an ) RF- 1Q - 10'1 Miami Shores Village APPROVED I BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL - S I A A CO Il No. RULES AND REGULATIONS A ❑ Mortar /Adhesive Set Tile a Wood Shingles/Shakes ❑ Repair ❑ Maintenance 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. M® 1111 Arm. IINI ! AI® R- ME1III '� IIISIN • • •••••• Eloartmatilmi ithardaiim ••• ••• . • • •• .. mit �f • • • • • • • • • •• • a •• • •• • • ••• ••• • •. • • • • • 15.32 FLORIDA BUILDING CODE — BUILDING cj) -- F- . • • • .• • fit.: t ION 1574 valocrrt tifinsitCANE Zdtiiiel MIMED OVIRMRS NOTIFICATION FOR ROOFING CONWDERATIONS 154.1 As it pidgins for filb seam. Rib tter maponalbilly fie weft + th provide ihe owner wilt the required mars permit and to explain to the owner the content a Ns a eethasr.. The pasibrions of Chanter 15 of Out of The industry l' moral t the felfarabtg bens should be addressed ea port of the coreament batsmen the crater and The wimerb bt the eacent but that the Own to been eardairred. �, The wadonanstdp pnwitions at= 15 mil Weeny iguntene Zone) are fcr the purpose of prong That tie =Mei web= the 'mod mistime and water intrusion performance D bps are not a sonalitendlon with respeat to worwoonchip provisions. Aesthetic Issues such as color or techtectwal epplilailMin, that me not part of zoning code. be addreend ea pert & ibe ownerand the o3rdiaCiar. . . Qd 2. Remitting Woad Paden Men replacing mans t wood rookie* may have to be renelad `a van the anent prindstans &Chapter 16 r liantene Zones) of the Florida Bum Come. (The 'odds* fe usually omp prbrb removlag the existing rosy t) ar 3. Common Roots Comma rows ale Muse width bow no vial* below neig Wilts (i.e. c c+ o tansy .. In butkffngs Nab Come= rook the room contractor war tamer Mudd notify tie occupants Of adjacent Inel Of Mang Veda* be bin goings are where to undetside ofthe mordecIdng can be from beer_ The oar may wish to - maintain tte =WOW appearance. option t of the of the da�tg t be Tits Riede ' mating rid DOPI. Pawling Water: The awe& roof *dem t of the buittng may raft drain ttl and may distress and water to pond fad? in areas a the to can to sm of structural may require tine review of a ifforessional strucleral engineer. may dented the Fre icy and perrannance &tom neAUrrarttiw , ror Yst fe restove , Ft lse mil/ evident the wigiost overflow =MPG= t a is MOW d from a buildup & p th # tRt tt is r not gyres � a not RR b i°� lids discharge e with the Fit C t° ° in accordanc the �� T. V : M maf Mead O to vent r the ir�far' of • to assembly (the Whew lineit). =udder stelae atsal nabs . away be .... • •.• • ud t can rte tiro cuss mot .r- : /I "-Arr'Cl •• • Section C (Low 'Slope Application) Fill in specific roof assembly components and identify manrifalcturer (If a component is riot used, identify as "NA") System Manufacturer: Product Approval No.: 07 J 2-1 Design Wind Pressures, From RAS 128 or Calculations: Pmaxi : Ptnax2: Pmax3J t�4 •� Max. Design Pressure, from the s ific Product Approval system: Deck: � Type: t,dl J Gauge/Thickress: 77 t14: - 2.- Anchor/Base Sheet & No. of P1y(s): Anchor/Base Sheet Fasten onding Material: Slope: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation FastenerBondk gJvlateriai: Top Insulation Layer:` 0 \ Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Mate • • . . . .... • ▪ base Sheet(s) & No..of PCs): • • • • Sys j!t i10 ••• • ▪ : . • 4 Iy Sheet( No. o • • • my Sh aste r "Hindi • • • Top Ply! Top Ply F= st- i-r -- _ -- FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Applicatioi F 4 • Surfacing: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows @ 1 " oc Perimeter: L!✓ " oc @ Lap, # Rows /4 @ " oc Corner: CO' " oc @ Lap, # Rows 4- @ " oc Number of Faste sulation Board: Field Pi C Comer Illustrate Compone - ed 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 Parapet Height Mean -Roof Height 15.33 Tit A renerii64 revises NOA No. 03 -0501.05 and consists of pages 1 throygh 19. • • The submitted dppientation was reviewed by Jorge L. Acebo. • • • •••• • • • • • nAl� BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION 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 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: GAF Conventional Built4J Roof S vstem_for Wood 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 • disg>pypti, then.it shall be done in its entirety. • I1�j��TION!A edpy of this entire NOA shall be provided to the user by the manufacturer or its distl ibutBrs and shall & available for inspection at the job site at the request of the Building Official. • • • 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 NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 • • ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 •• • • • .•.• • • Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral ShieIdTM 60 & 1001b. bags Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RU, yR01D Modified Bitocn i • • • Cement • • • • • • • LeakBusterTM lteletigixTm • 201 Ptamium SJS • • • Flashing Cement • • • • • • • GaSMA #1'5• • • • .. • • • Roofing BUR Wood -75 psf dimensions 3, 5, 55 gallons 5 gallons 1, 5 gallons 55 gallons 55 gallons 1,5gallons 5 gallons 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D -4586 ASTM D -3409 ASTM D 4586 Pro Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement AST' D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11 Date: Approval Date: 03/20/08 Page 2 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 Frier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat We1dTM Smooth or RUBEROID Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" 0.0. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation # 7) GAFGLAS® Ply 4, GAFGLAS Flynt( 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, 1114 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 —4. psf,, See General Limitation #7) GAFGLAS Flex PIyTM 6 . GAFGLAS ® #75 Base Shee ► r any of above Base sheets attached to deck wi a . . v - . annu ar 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 Des' Pr ure 525 psi, See Gen GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved PA" 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. (Maw Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. . • • • The other rows are equally spaced approximately 9" o.c. in the field of the sheet • . • • • • • • • • • (Maximum Design Pressure —64 psi; See General Limitation # • . . • • • • • Any of above Base sheets attached to deck approved annular ring shank nails • • • • • ▪ • • and:3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at • • • • • • • the 4" lap staggered in two rows 9" in the field. • (Maximum Design Pressure —60 psf, See General Limitation #7J ••. • • •••• • • • • •••• • • • NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 0320/08 Page 17 of 19 Ply Sheet Cap Sheet: Surfacing: Maximum Design Pressure: •••• « • • .•. • • • • • • • • •• • •••• • • • • • •• • • • • • • • • • •• •• • • ••• • • •••• GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or 11 15 Screws and 3" Drill-TeoTM 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 —75 psf, See General Limitation #7) One or more f GAFGLAS PLY 4 #80 ULTIMA, RUBEROID MOP m.. or ' : ' 0 le '' 0 adh- zn a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. oved asphalt appli Ca. Sheet (Optional) G See Fastening Above r Surfaced Cap Sheet : • I - . in a full "thin the EVT range and at a rate 20-40 lbsisq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs.sq. and 300 Ibs.sq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS 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 Ibs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"( MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal.lsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.4a Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Vs" Dens DeckTM or ''A" 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- 40lbs.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 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 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 275 lbf. 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 flow 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 milers, 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 (Le. field, • peiitgpters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced • • fastening attnaitted pressure zones (i.e. perimeters, extended corners and corners). (When this • .Iim Lion i ;pacifically referred within this NOA, General Limitation #7 will not be applicable.) • • 10. All productil:ierein shall have a quality assurance audit in accordance with the Florida Building • CA gnd Rulp.913,72 of the Florida - Administrative Code. • • • • • • • •••• • • •••• • • - PR iA ^"_, t� J1.-_ j • • • • • END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 19 of 19 • • • • • • • • 2_ Deck: C -15/32 3. Deck: NC • • • • • • • fi. Deck: NC • • •• • • • The use of gypsum board under any of the foilowtng Cass A, S or C systems does not adversely effect the rating. The use of V2—in.. minimum gypsum board is an acceptable alternate for insulation over C-15/32 decks. Thr use of polystyrene insulation board between minimum 3 A-in. thick peritte board and deck with rosin paper (perlite /rosin Parer /Polystyrene /recipe) Is a suitable alternate for isocyanurate board in the following pass A., 6 or C systems. "Energyruard RA" Or "Tapered EnergyGuard RA or "LnergyGuard Composite RA" may oe substituted for any Atlas poly,socyanurate Insulation any of the following Classifications. Trumbull "Perrnl WIC may be Utilized with any of the ioHowrnq "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLA.S #BO Premium Base Sheet may be used in any ofttle following systems. "GAFGLAS Flex. Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". - "r:n Per^zttitc R zCC:fzr guard moy ue 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 "Fireshleld MB" at 2.5 - 3.0 gal /sq. 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. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers pertite, wood fiber, glass fiber, isocyanurate. urethane, periite/tsocyanurate composite, pertite/urethane composite, wood fiber>isocyarurrate composite, pherwlic, any thickness. Ply Sheet — Three or more plies Type G1 `GAFGLAS Pty 4" or "GAFG1 as Piv 6 ", hot . _ - Srtr_iacing: — Gravel. Incline: 2 Insulation (Optional): — One or more layers petite, wood fiber, glass fiber, isocyanurate, urethane, pertlte/isocyanurate composite, •perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet — Three or more plies Type G1 "GAFGLAS Ply 4" or `GAFGLAS Ply 6". Cap Sheet: —.One ply Type G3 "GAFGLAS Mineral Surfaced Cao Sheet". • incline: 2 Insulation (Optional):. -- One or more layers petite, wood fiber, glass fiber, isocyanurate, urethane, perlite/lsocyanurate composite, perlite /urethane composite, wood ftber/isocyanurate composite, phenolic, 2-in. maximum. Ply Sheet — Two or more plies Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet — One ply Type (33 "GAFGLAS Mineral Surfaced Cap Sheet" - 4. Deck: NC Incline: 1/2 Insulation: — One or two layers 'Isotherm R any thidmess, hot mopped • • • V W a Sheet: — Any UL Classified gravel surfaced Class A•asphalt glass fiber mat system_ • • •••• • •• • • • • • 5. Deck: 0 • • Incline: 1 •Slip SheetrtSpbonaf): — Red rosin disuse Sheet• •- tn5e ply Type paper, nailed to deck. Shee e i ! - �t•� R Y ype G2 "GAFGLAS t75 Base Sheet" (maybe naffed). • • or more piles Type GI "GAFG;XAS Ply 4" or GAFGLAS Ply 6 ". Ca oSheet: • Pee ply Type G3 - GAFGLAS Mined Surfaced Cap Sheet. • • •••• Incline: 3 • • • •)to Sheet: —•One ply Type G2 "GAFGLAS 4175 Base Sheet '. • PlySheef % ne:pr more plies Type GI - GAFGLAS Ply 4' or "GAFGLAS Ply 6 ". • • • t8t : 6heet — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Page 2 of ED ABOVE FOR THE POLICY PERIOD VENT WITH RESPECT TO WHICH THIS I IS SUBJECT TO ALL THE TERMS. LIMITS EACH OCCURRENCE $ 1,000,000 PR E 13 E6 -(Ea eecunFe. -- M $ 100000 __ . MED EXP (An ono person $ 5,000 PERSONAL & ADV INJURY $ 1 GENERAL AGGREGATE $ 2,000,000 PRODUDT$ - cOMP!OP MG $ 2,000.000 $ COMBINED SINGLE LIMIT $ (Ea neeldent) &OD1LY INJURY (Pnr person) $ BODILY INJURY (Par accldenti $ _ PROPERTY DAMAGE (Pnr accident) — $ $ EACH OCCURRENCE 5 AGGREGATE $ $ $ — — • WC S `ATU_-_ D_ TH- — ' — E.L. EACH ACCIDENT $ EL DISEASE - EA EMPLOYE $ — E.L DISEASE • POLCY LIMIT $ 06/23/2010 00 :27 3052358606 DATE mirdrDDNYYY) • (1 `" CERTIFICATE OF LIABILITY INSURANCE I 06/2310 ..� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE tIC'LDER. IMPORTANT: If the certlflcate holder Is an ADDITIONAL INSURED, the p llcyjies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require sn a ndorsement. A statement on this certlflcate doss not confer rights to the certificate holder In lieu of such endorRement(s). PRODUCER All American Insurance 9036 SW 162nd St. Miami, FL 33157 Phone (305)233 -0855 Fax (305) 23541606 INSURED COOL HAVEN, INC 9251 SW 149 COURT MIAMI, FL 33196- (788) 586.1599 CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 FAX NO. 305-75643972 ACORD 25 (2009109) tF AGL8410S ALL AMERICAN INS CHIT SANTIAGO BIBILONI 3 235 -8606 PEON c Fret. (305) 233 -0855- • ��1_, q s S ; SANTIAKINOINSURANCE.GOM PR CER CtisIOMEBJPfr INSURER(S)AFFORD" COVERAGE INSURER A: ACCIDENT INSURANCE COMPANY . INSURER B: INSURER C : INSURER D: INSURER E INSURER P 07/20/2009 CANCELLATION COVERAGES CERTIFICATE NUMBER: _ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE Lls7ED BELOW HAVE BEEN ISSUED TO THE INSURED NA$ INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR COIIDITION OF ANY CONTRACT OR OTHER DOCU CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE! EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMII S SHOWN IMY HAVE BEEN REDUCED BY PAID CLAIMS, Iii frM k ._ POLIDY NUMBER (M � at ro Y OF �I1C DlYYYV) TYPE OP INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE OCCUR ❑ _. ❑ I n GGEN'L AGGREGATE LIMIT APPLIES PER: ISI POLICY LJ JEG:i_ Lc" AUTOMOBILE LIABILITY E3 ANY AUTO ❑ ALL oWNEO AUTOS ❑ SCHEDULED AUTOS 0 HIRED AUTOS El NON-OWNED AUTQs 0 El UMBRELLA LIAR ❑ GacuR excESS LIAR ❑ CLAIMS-MADE DEDUCTIBLE REIENtION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY RlEC ANY PROPRIETOR/PARTNEECUTIVF Y ! OFFICEWMEMEER EXCLUDED? ■I (mandatary In NHI if yea_ describe order DESG�RIPTION OF OPERATIONS below DESCRIPTION OP OPERATIONS! LOCATIONS 1 VEHICLES (Attach ACORD tat, Additional Romano Schedule, If Mare space IF required) THE PARTY LISTED BELOW IS RECOGNIZED AS CERTIFICATI? HOLDER 07/20/2010 AUTHOR REPRESENTATIVE PAGE 01/01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. e>D 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PERMIT # CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet: The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to _b included as well as those excluded is attached for your reference. (A Copy of the Contra must be attached) PROPERTY OWNER: ` 'p yxp -g°t t'yr ADDRESS: \D..' O FOLIO NUMBER: BASE FLOOD ELEVATION: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) Created on June 2009 FLOOD ZONE: TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): P (p4o T OF FL.CCCL: VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: , ° / it ij(J//i/ PLAN REVIEWER SIGNATURE: DATE: ______ MeoiIai u :al 1;011 traeto •OiftM0(kT Ms. SANE atto Mechanical Contractor • Roofing Contractor • General Contractor Licensed & Insured • CMC # 1249439 • CCC # 1328492 • CGC # 1515939 9251 SW 149 Court • Miami, FL 33196 P: 786.586.1599 • F: 305.388.8201 • E: into @coolhavenair.com kFL00,5Kigttp t it.b)ikirpozil 7- 09 f,\-/ 1. %wit/ rios Atkt +WI Alaki6 Vivptk. woe 3. r2.* oNrAba Wrvf. 5 `61/4 cam `l0 �. 1+. ods4 79 5. -- r44, - 41. TWO tsg � - srxtA'� l"�E n�i Aaa (BPS + ifo( Mf1ifir?v- � • `T0 likf IN A Clz6 '(,c0b•i`l 0K) 1. P05 moth ivGltAArg>. TE7riv_j0v, Cf� � 21 tr0y, pt7 Tefritt6 04;0 4teaufa Doart -915y0t4R1-1■M‘ Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/5 Floors: 2 Living Units: 1 Adj Sq Footage: 3,648 Lot Size: 12,500 SQ FT Year Built: 1959 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10- 37 W1/2 OF LOT 7 & LOTS 8 & 9 BLK 85 LOT SIZE IRREGULAR COC 24286 -0505 02 2006 1 OR 24286 -0505 0206 00 Folio No.: 1_z^ ^. _n14- 4:^,mn Property: 1250 NE 95 ST Mailing Address: DIANNE 0 FISHER 1250 NE 95 ST MIAMI SHORES FL 33138 -2550 Year: 2008 2007 Land Value: $314,814 $441,975 Building Value: $394,545 $394,545 Market Value: $709,359 $836,520 Assessed Value: $709,359 $836,520 Year: 2008 2007 Homeste._ : $25,000 $25,000 2nd Homestead. YES NO Senior: $0 $50,000 Sale O /R: 24286 -0505 Sale Date: 2/2006 Sale Amount: $925,000 Miami -Dade My Home My Home Show Me: i Property Information Search By: Select Item 0 Text only Property Appraiser Tax Estimat: Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: ACTIVE TOOL: SELECT Digital Orthophotography - 2007 My Home I Property Information! Property Taxes I My Neighborhood! Property Appraiser Home! Using Our Site' About! Phone Directory' Privacy' Disclaimer It you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 0 113ft http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/16/2009 EFFECTIVE DA TE: PERSOI t FEIN: BUSINE SS NAI AE COOL HI VEN INC 9251 SY 149 COJRT MIAMI i'L 33196 DWC —252 CER1 IFICATE OF ELECTION TO BE EXi MPT REVI; ED 09 -06 06/17/::009 E):PIRATi()N DATI 06/17'2011 MACHO WO MARI: 200841372 ANC 1 ADDR =SS: SCOPE:; OF BIISINESE OR TRADE: 1— CERTIFIED MECHANICEJ. CONTR4CTO 2— CERTIFIED R]OFING CONTRACTIIR 1 0 - IDO OE -17 -20(19 ALEX SINK S fATE 0.' FLORIDA CHIEF FINANCIAL CFI :ICER DEP 4RTMEt IT OF F NANCY ,L SERV ICES DIV!: ;ION OF WORKERS' COI APENSA.TION 9 * CER''IFICATE OF ELECTION Tit BE EXEMPT FRS )M FLORIDA WO iKERS' COMPEICATION LAW * CONSTI IUCTIOI J INDU. ;TRY E CEMPTIr aN This certifies that the individual li ;ted beto N has el Icted to lie exemp. from Florida Workers' Compensation law. IMPORTANT: Pursuant to Chapter 440. 05(141, F. 1., an office, of a torpor Son who ale is exemption from this ch !pier by fill! g e certilic: to of electh n under this section may not recover !eaelits or c rmpensation 'ruler tb(s ch ipter. Pursuer; to Chapter 140.05(121, F. I., Certificate: of election to be axon pt... apply ealy within t1 e scope of the business or trade listed on the notic of election to be soarer 1. Pursuant Is Chapter 440.351131, F.S., latices of e action to be exempt and certificates al election to t a exempt sh It be sublet! to revocati m if, at any time after ti e filing of U e notice or r re issuance ! I the certi(i .ate, the per :on named o! the notice or :ertificate nt longer meets the regain meats of thi section for issuance of r certificate. The depertm nt shall relit Ito a cert(ficate et any 1 me for fHlu e of the pe son tamed on thi certificate o meet the equlrements of this cacti! n. OBE iTI0NS? (8 50) 413 =1' ;09 : .rlbN - vaiut COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI. FL 33130 619712 -3 BUSINESS NAMF / I nntonnu t.uue_ TlMUtN INC 9251 SW 149 CT 33196 UNIN DADE COUNTY COOL HAVEN INC Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR THIS IS ONLY A iOCAI ' •5 : 'tay Pan:: THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES EXEM THE n'WIAED UY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUALIFICA- TIONS. oevnctor �DLLECTOA: _... ,•••. 0 7/28/2009 60000000336 000076 nn SEE OTHER SIDE 2009 LOCAL BUSINESS TAX RECEIPT MIAMI -DADS COUNTY STATE OF Fro M MUST BE DISPLAYED f V V a SEPT. IXtIO'f p e r t oerro- p♦� . v ♦.v Vi\ L/4 L_':P'i1RNp it 8a w 1AR: 9. lil� '.. THIS IS NOT A BILL — DO NOT PAY • R •n.S.clrI Ivv. !>rYO1y ^ff STATER CCC1328492 DO NOT FORWARD �� v.. nnvcn 1N1. MARK MACHADO PRESIDENT 9251 SW 149 CT MIAMI FL 33196 WORKER /S illiimli.IIIiiiIilllli 11I11 „A, itii,,,i,hAt„ i,ti FIRST -CLASS U.S. .POSTAc PAID uJ� y i IK 231 Inspection Number: INSP - 146058 Permit Number: RF -6 -10 -1081 Scheduled Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: FISHER, DIANNE Job Address: 1250 NE 95 Street Project: <NONE> Miami Shores, FL Contractor: COOL HAVEN INC Building Department Comments RE -ROOF FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Cv For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060144070 Phone: (786)586 -1599 Page 6 of 11