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RF-10-85Inspection Number: INSP - 141034 Scheduled Inspection Date: May 03, 2010 Inspector: Bruhn, Norman Owner: RUSS, EVELYN Job Address: 1155 NE 100 Street Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments April 30, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF- 1 -10 -85 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050190331 Phone: 305 - 751 -0382 RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Passed"' 3,2_ la 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- 133753. No plans No permit NB Page 16 of 29 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 1/25/2010 INSPECTION REQUESTS: (305)762 -4949 REQUESTS ARE ACCEPTED DURING 8 :30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Roof POST ON SITE Permit NO. RF- 1 -10 -85 Permit Type: Roof Work Classification. Flat Expires: 10/17/2010 Parcel #:1132050190331 Owner's Name: EVELYN RUSS Job Address: 1155 100 Street NE Bond Number: )Miami Shores. FL Owner's Phone: Total Square Feet: 400 Total Job Valuation: $ 4,000.00 Contractor(s) Phone QUALITY ROOFING CONTRACTOR; 305 - 751 -0382 Primary Contractor Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com • liance FINAL - DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION RECORD ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS PLUMBING Roof Drains INSPECTION DATE Rough Water Service 2' Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMME MECHANICAL INSPECTION DATE Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater INSP NTS INSP Final Vacuum FINAL MECHANICAL COMMENTS 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 pwner the content of the section -, he provisions of Section R4402 govem the minimum requirements and standards of thei -,. �� kiofing m installations. Additionally, the following items should be addressed as part of g '. nt be e n the owner ant the contractor. The owner's initial in the designated sp indicates that the has been explained. 1. Aesthetics- Workmanship: the W h p pro�fi i ns providing that the roof system meets the wind sc nd w!in Aesthetics (appearance) are not a consideraatio r respect t such as color or architectural appearance, that not iJadiaf a_ the agreement between the owner and the contractor. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS //eztue /42/0 Owner /Agents S gnature Date Revised on 7/9/2009 LD Contractor Signature 2. 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 havvno visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) I4 lluildings with zotnotorr; roofs -the roofing contractor and /or owner should notify the occupants of adjacent u its of roofing to -be Performed. 4. "4 Exposed Ceiling: Exposed, open ' ilings-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 ba e abl 'dais provides the option of maintaining the L_D appearance. - ' 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 roofi g system Pounding moons may not be evident until the original roofing system is removed. Pounding conditici'nsishouldbe corrected. 6. Overflow scuppers (wall outiet It r ,i a ,that rairt *flows off so that the roof is not overloaded from a buildup of water. Perimeter a II or �th roo extension may block this discharge if overflow scuppers (wall outlets) are not provided. t i i y be ne r'�to/iinstall overflow scuppers in accordance with the requirements of Sections R 40 2, 84403 andA441\3 Ventilation: Most roof structures should have some ° ability to vent natural pirlow throggh the , , interior of the structure assembly (the building itself). The existing amount of attic ventilation'shaI ncit reduced. It may be beneficial to,consider additional venting which can result in etendir thi ser�ri90 Iii If the, roof. i R 2 are for the purpose of e tformance standards. ions. Aesthetic issues be addressed as part of ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Process No. Contractor's Name Ouality Roofing Contractor, Inc. Job Address 1155 N.E. 100 Street 1 Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ❑ Mechanically Fastened The ❑ Metal PaneUShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof g Reroofing 0 Recovering ROOF SYSTEM INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) 400sqft. Steep Sloped Roof Area (SF) N/A Total (SF) 400sqft. Sactinry R (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. i 4 J J FLORIDA BUILDING CODE — BUILDING a J i Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Certainteed Corp. Product Approval No.: 08- 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: —49 - Pmax2: -82.6 Pmax3: —124.3 Max. Design Pressure, from the'specific Product Approval system: —52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: N/A Slope: .5 Anchor /Base Sheet & No. of Piy(s): N/A Anchor /Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness:N /A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1) Base Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of PIy(s): (2) ply 1V Ply Sheet Fastener/Bonding Material: aophalt Top Ply: Mineral Cap sheet Top Ply Fastener/Bonding Material: Type 1 mapping a3phalt FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: N/A ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: "oc@ Lap, # Rows e @$ "oc Perimeter. 6 " oc @Lap, # Rows j @ 6 " oc Comer: 6 " oc @ Lap, # Rows j_ @ _E_" oc Number of Fasteners Per Insulation Board: Field N/A Perimeter ly /A ComerN /A 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 Submi, 1144 daf- Parapet __ _Height.. . I >> Mean Roof Height le J J 3 9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CerlainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA is being rued 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 star below. The BCCO (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 the mangy will incur the expense of suck testing and the AHJ may immediately revoke, modify, or • suspend the use of such product or material within theirjurisdictian. BCCO reserves the right to revoke this acceptance, if it is determined by. BCCO that this product or material fails to meat the requirements of the applicable building coda This product is approved as descnbed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPT ION: =CertainTeed Conventional Ii Upa of Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the maimfacturer'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 filet and there has been no change in the applicable building code negatively erecting the performance of this product. TERMINATION of this NOA will occur afar the expiration date or if there has been a revision or change in the materials, use, and/or mine ofthe product or process. Disuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOM. Failure to comply with any section ofthis NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Muni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, than it shall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the msaiufaccrriror distributors and shall be available for inspection at the job site at the request ofthe Bu Idiwj t cin1 This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrcjugh 21. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 'MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • 1 ,p,�,/� pSS gy p, /� /��, .a s N9 ,A. t ai Y.0 - e Rupiratian Mea# 06/19/13 Approval Data 0S/15A18 „PSge kof 21 ROOFING ASSEMBLY APPROVAL QIIMIEVa Roofing fialti1188= Built-Up Roofing Mimi& Fiberg lass Deck Thu: Wood kbakSzazilim Preure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I product AM Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type N or VI Flex.I-Glas or Flex-I-GJas FR Brew Sheet - G1asl3asems Base Sheet No. 15 Perforated Felt . Yosemitee Min' cal Surfaced Cap Sheet , 3 Dbn 36" x 72; Roll weight 1361bs. (2 squares) 36" X 36; Roll Weight 78 lbs. ( 36"x 180; Roll weight 40/55 lbs. (5 squares) 36" x 108'; Roll • weight 90 lbs. (3 squares) 36" x 108; Roll weight 69 lbs. ( squares) 36" x 144', Roll weigh 90 lbs. (4 squae) ; . 36" x36; Roll weight 90 lbs. Test Product • • fiREVisita ASTM 2626 Asphalt coated, organic base sheet UL Type 15 ASTM D 3909 Asphalt *regraded and coated inorganic glass fiber surfaced.wfth mineral granules used as the top ply in conventional built-up roof membranes. Fiberglass, asphalt impregnated ply sheet • ASTM D 2178 Type N or VI UL Type G1 AVIV D 5147 SBS Modified, fiberglass reinforced base sheet ASTM D 4601 L Type Asphalt coated, fiberglass base sheet. U G2 ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer • UL Type 30 sheet NOA No.: 08-0227.07 Expiration Date: 06/19/13 Approval Date: 0S/15/08 1Page 2 of 21 APPROVED INSDLrATIONS: Product Name FlintBoard ISO PYROX ACFoam m ISO 95+ High Density Wood Fiberboard Perlite Insulation . Dens Deck ENRGY 1, ENRGY-2, Plus, UltraGard Gold, PSI-25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product . Name 1. #12 & #14 Dekffst Fastener 2. Dekfast Hex Plate 3. - Dekfast Lotili ate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate TABLE 2 ProductDesarlptton Polyisocyanurate fin insulation Pclyisocyanurat9e foam insulation Polyisocyanurate fpm insulation Polyisocysturate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Maeral fiber insulation Expanded mineral fiberinsulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Buil B generic generic G-P Gypstun Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. 2'/ x 3 V4 3" x3 Y? 3" round 3" square Construction Fasteners, Inc. Construction Fasteners, Inc. ITW Buildex Corp. 5 J s J TrVir Bui d x CO*, I TW Build= Corp J J .4 9 1 9 l I J NZA NUsv08=227 Expiration Dot= 06/19 Approval Dade 05/151O$ J raP 3 =i* 11 J J � ` 6 6 APPROV ED FASTENERS: Fastener Product Number Name 7. Gearlok Plastic Plate 8. UllraFast 9. UltraFastASAP 10. I I l t r a F a s t Mend Mike 11. IJ1traFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul Fixx Fastener 15. maul Fixxc S Plate 16. Tru-Fast Fasteners • 17. Tra Fast ARP-3 . 18. Tru-Fast Plates 19. Tru-Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Fay Mutual Research Corp. Exterior Research & Design, Inc. TA BLE Product Description . Polypropylene round p1a Insulation festoon. for wood and steed. - Pre assembled Insulation fastener and plate Galvalume AZ55 steel plate � Density Polyolefim & laudation fastener Dimensions 3.2" 3" square & 3" round Galvalume AZ50 steel plate 3" round Insulation fastener for steel and wood decks Galvalume AZSO steel plate Insulation fastener for wood and steel decks Galvaluune AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Fastening Requirements FMRC 4470 TAS 114 TAS 117 Manufacturer (With Current NOA) ITW Buildex Corp, Johns Manville Johns Manville Johns Manville 3 " round Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg.' Group, Inc. SFS Stadler, Inc. 3 " round SFS Stadler, Inc. The Tru-Fast Corp. 3 " round The Tru -Fast Corp. 3" round The Tru-Fast Corp. 3" round The Tru -Fast Corp. • FMRC 1996 d.L #3Y8A1.AM 3513.08.02 3515.07.03 01/01/96 • 03/23/96 ` •; 08/15/02 07/22J03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Datm osnsios Page 4 of 21 Deck Type 1: Wood, Non - Insulated Deck Description: 19 /n" or grader plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet GlasBase base sheet or Fliniglas Premium Ply Sheet mechanically attached as detalled below. Fastening: Base sheet shall be lapped 4" and famed with 11 ga. annular ring shank nails and approved tin carps 8 "o.c. in the lap and three rows staggered in the center ofthe sheet 8 "o.c. PIy Sheer Two or more plies of Flintglas PIy Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #1S Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt a* an application rate of 20-35 lbs sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbslsq. Sig: (Required•ifno cap sheet is used) Install one ofthe following: 1. Gravel or slag applied at 400 lb /sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal./sq. Stu-Koo1 non- fibered aluminum coaling or Sneed APOC No. 212. 1VXaximum Design Pressure: - 52:5ps£ (See General Limitation #7) 7 J J E plrat n D O 19/13 Approval Data 05/1Sl08 Page 19 of 21 a cn3 c o 0 03 0 3 `J J WOOD DECK SYSTEM LIMITATIONS: 1. sheetp sheet is required with Ply 4 and Ply 6 when used as a mechanically fam base or anchor GmetRAL LnrnTATroNB: 1. Fire classification is not part of this acceptsmee, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2 . Imulation may be installed in multiple layer& The first shall be wed in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full ma asphalt app 'min the EVT range and at a rate of 20-40 lbsl or m,� mopping °f wed the Ong pattern of the top layer y attached using 3. All standard, panel sizes are acceptable for medical attachment When asphalt, applied in wed 4. An overlay and/or recovery board insulation panel is required foam insulations when the base sheet is fully mopped, am all applications over closed cell shall be applied using spot mopping with .approved 12" c d " loo sheet continuous arm ribbons i rows, one at each s lap and one down the center of h� ail or stria every 12' rate ribbon to allowv application of either shall be p a of Ibslsq. Note Spot attached shall be limited to ma at a pressure of-4'S pit design S. Fastener spacing for insulation attahment is based on a Minimum Characteristic Force 275 ibf., as tested in compliance with Testing Application Standard TAS 105. If th e (r) r vaj of field - t d, are below 2751b£ won shall not be � as 6. Fastenerspacingformechanical � sheet or or membrane attachment is based on ofas membrane a minimum fastener resistance value in 00ction with the maximum design value listed • specific system. Building Official, a�redd be less than that required, as determined by within a Professional Engineer, Regisred A signed Roof �C a Florida rem may revised fastener spacing shall utilize the Withdrawal resistance value taken T om' Said Standards TAS 105 and calculations in compliance with 8 Application 7. Perimeter and and corner shall ply with the enhanced Application Ord RAS 117. areas, .Facer realties shall im anced uplift pressure . of these compliance with Roo for both insulation end base calculated in b a Florida f8 Application Standard RAS 117. Calculations prepared, signed and sealed (men m an Mme Read Architect, or Registered Roof Consultant applicable.) w �' refennd within this NOA, General Limftation 09 will not be 8. All attachment and sizing of Perilnetainailer4 metal profile, and/a;' conform to Roofing Application Standard RAS 111 and applicable windload dgAS shall 9. The maximum designed pi ere limitation listed shall be applicable to all roo��� � corners). Neither rational analysis, nor elation shall zones e. (when thfo aw1latton is fastening at enhanced pressure zones (Le. perimeters, extended corners and specifically referred within this NOA, General }' specific ;api 149 won #7 will not be END OF THIS ACCEPT 3 R ANCE NOA No.: 08-0227.07 Expiration Dater 0649/13 Approval Data 05/15/08 Page 21 of 21 4, th rq 4 7 • ry th th th n. tY E t- ROOF COVERING MATERIALS (TEVT) Roofing Systems CrGFU)-Continated CENTRIA R6863 MS BENS. GRADE RD, MOON TOWNSHIP PA ISMS • OTHER SYSTEMS One A '. • Building units used in this system me composed of Sant core coined on Hondas with a 26 gouge__ m __inimum coated galvanized steel eldn, designated .& PANEL 1,71m, 1w.s., VP2.50, VPLOO or INTEGRtTY R400, R250, • E225 or 175 . • 1. Deck — • • Incline No Entilation Installation: Mechanically fastened to metal rafiarL Cass 13 • Buildhtg units used in this system am composed of foam core cowered on . Both sides witha_26 ..-ww- _nriehrium coated laleenieed steel skin, –- . VERSAPANEL IITLN- VP225, w2.50, VP4.00 or 1 RMI . EEO, R225, 175 or 125% _ " L• Dodo — • Incline: No limitation huitallation: Mechanimlly fastened to metal :afters. IIRTAINTEED CORP, • :. R11656 • 750 E SWEDESFORD RD PO BOX SW, VALLEY FORGE PA 194/12 ..hitteral Wool Felt, is a suitable alternate for pertrated asphalt one= felt in the Cass A, B or C roof constructions • Flintglas Ply Sheet or Mien Premium Ply Sheet me 'suitable aliens= for Type 15 caganic felt Tgope G2 Glasbase Base Sheet is a suitable inmate for Type 15 and Type 30 base sheets; Type 09 M* mi Ware CR, Sheet is as suitable ale:mate for Type 30 Cap Sheets. Flex-I•Glas, ,TInmilms Flec-I-Glas or Flex-I•Glas FR Base Sheet is a Rabble alternate for the -(1= base and the Type 15 All-Weave/Empire base sheet. otherwise k .■ .•i•- base sheets me mecita=astened or spot r at= sheet lindted ka no t nconslible dede and contbus- • decks requiring insulation. . . Teo= Gi be milked in place of one ply Type G2. .EPS by 1/2 ht. warlord maybe ttfairm in any of the figliswin " may be used in any of the following noneenbustible deck rad systems and, where indicated, in combustible roof deck systems. • Mach APP" may be utilized ist any of the following systems that contain "lentlastic STA''. "Meal= U may be used in lieu of "Poly MS Base' in all =es to pe G2 base sheers indiides 'Lhannd-Vent GE . Im", ho Cold', hoard iso-r or iTlintBoard -Ise Pluesm used wherever polyiscamanate insulationll =ed. FELT SYMAIS WITH HOT ROOFING • • • Cass A 1. . Deck NC Incline: 3 .. . . Base Sheet 'Type G2 Glasbase. • • Ply Sheet: Type G1 Hintglas or Type G2 Glasbase Surfacing e orslag. 2. Deda C-15/16* Indine 1/2 *AR joints blocked. • Base Sheets Teo layers Type G2 "Gasbase base shoat m Type 04 2 . lentgbs Ply Sheet". Surfacing Type 09 nlentglas Mineral Surfaced". if & Decla NC lateen 3 • Base Sheet Two layers, Type 15 A11 Weather/Empire, ./, funfining 'Gravel or slag. S L. Dck: NC • Indies 3 S /million polyisocyanuizie, medundcally fastened or. hot mopped, any th . . Base Sheet: Two to five plie' s Type 15 asphak organic or Type G2 asphak • glass hot moPped. GraveL 4 .5. Decl - • . Wise 3 Insulatiora Poly/somata= i 1 in. nett., nteclumicany fasteited or hot =Med- 4 ' Base Sheet: nine plies Type 15 asphalt saturated urge= felt (perfo- "aged) hot mapped with hot roofing aspkak. Surfacing GraveL r ' 6.• Deck 045/32 buena 3 • 1 . Vapor Retarder (Optic:nen: Type G2 "Olesbase or ULCassified vapor retardee . : Ins (Optianalk One or more layers or corabination of the following Polyisocyanurate, perlite, glass fiber or wood fiber, any - • thickness. Base Itheeb Type 02 "Glasbase base sheet. MOS ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK 014 PRODUCT ROOF COVERING MATERIALS (TEIM Roofing Systems (TGRJ)–Continued Ply Sheets: Two to thee layers Glasbase of Type 01 "Flintglas's ply sheet G-2 " base sheet. Surfacing Gravel or slag. 7. Dada 015/32 Incline 3 Vapor Retarder (Optional): Type 02 "Glasbase" ar UL Chest& retarder. Insulation (Optional): One or more layers or combinatior following Polyisocyammate, perlite, glass &ter or wood gi • thickness. Membrane Three or four layers of Type 01 "Magas" ply al 8. Surfacing Gravel or slag. Dada C-15/32 T)wilistp* Vapor Retarder (Optional): Type 02 "Glasbase" or UL Classifte retarder. Insulation (Optional): One or more layers or corabinalior following Pdyisocyanurate, perlfte, glass fiber or wood fiber. Base Sheet One layer Type 02 "Glasbase" base sheet. Ply Sheets Two layers Type GI "Flhaglas" ply sheet. Cap Sheet One layer Type 03 "Plireglas" cap sheet. 9. Dade NC Incline 1/2 leatlation (OptionaU: One or more layers or combine= Mowing Jolms Manville "ENRGY hickness 2", polyssocrmurate, path fiber ce wood fibez any t. Base Sheet Two layers Type 02 "Glasbase' base sheet or ' "Mingles Ply Sheet". 10. Sudadng /16 Type 03 "Mangles Mineral Surfaced". Dade C45* Incline 1/2 air blocked. . (Optionalk One or mare layers palyisocyanurate, 2 wood fibm 1 in. rain, peril:2e, 3/4 in. nen, glass Mser, 15/16 in. Base Shen Two layers Type 02 "Ghat:base' base sheet or "Flintglas Ply Sheet". Surfacing Type G3 "Ehnen )(metal Surfaced". U. Dade C-15/32 htdine 3 • Insulation (aD: Any thidcness, one or more layers or c eons (mdml of :Hy-Therm AP", "Hy-Therm TAPERED", "H - COMPOSITE", Celo-Therm" "HY-Tec (Energy-Lac)", "r wood fiber or glass fiber, mechanically fastened or hot moppet Baseeheeb Type 15 asphalt organic felt, or "Glassbase Bast nailed or hot n • Ply Shee•= a plies 'Type 15 perforated asp's* mg hst "Plint=pe VI Premium Ply Sheet", "Pewees Type IV P13 Su:fades Gravel or slag. 12. Deck: NC Incline: Insulation ( Any thidcness, one or more layers or c dons ( of "Hy-Them AP°, "Hy-Therm TAPERED", "H "Cele-Theme, "HY-Tec (Enemy-LOW, wood glass fibm =Chemically fastened or hot mopped. Base Singh Type 02 "Glassbase Base Sheet", Type 01 "Flints VI Manikin Ply Sheet" or "Mirages Type IV Ply Sheet". Ply Sheet Min one ply Type Gl, "Flintglas Type VI Pr= Sheet" or "Hintglas Type TV Ply Sheet", hot mopped. Sudacing Type GS cap sheet, "Hintglas hEneral Surfaced Cal hot mopped. Cass B 1. Deck cum Incline 1/2 Base Sheet Two layers Type 15 "All Weather/Empires. Surfadog Type "Flintglas bimetal Surfaced". 2. Deda 045/32 India' 3/4 Vapor Retarder Optional* Trrt G2 "Matbasel ULaassie • rendez . 3 ) / Insulation (Open] : One m tort: Lyme tombinatica following Polyisocyane ssberr 4vovnl thee Base Sheeb One layer Type 02 "Glasbase" base sheet. Sheehs On lifer TYPe N ahiteas" PIP sheet - Cap Sheeb One laym Type 433 "Flitnelaf"mip slyrt • Dedo NC •-) 3 IneLne 1 heulation (0= 'f Isociyarviravocri ems t:66.4, 2 me 0 3 u ) Base Sheen One or more plies Type 02, hot mopped ar reed fastened. Ply Sheet Chte or more plies Type 01, "Ply 1V" or "Ply mopped or mpellawleatty,fasisiied. L 4 4.; 1.4 .1 0 0 a cloc, 3 1 .,10 ul ■1 0 .10 0 J :3 0000 (. 00 o C 0 00 000 00 PERMIT #:g APPROVED ZONING DEPT BLDG DEPT Miami Shores Village BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) Phone QUALITY ROOFING CONTRACTORS 11 305-751-0382 CeII Phone Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $250.00 $9.00 $3.20 $265.40 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Expiration: 07/24/2010 Parcel Number 1155 100 Street Miami Shores, FL 1132050190331 Block: Lot: EVELYN RUSS Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: TILE ROOF Classification: Residential Invoice # RF -1 -10 -36848 RF -1 -10 -36848 Check #: 26212 Total Amt Paid Amt Due $ 265.40 $ 50.00 $w', $ 265.40 $ 265.40 $ 0.00 Applicant Date $ 4,000.00 400 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above -named contractor to do the work stated. February 03, 2010 February 03, 2010 1 BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Evelyn M. Russ Phone # ( 305) 751 - 8171 Owner's Address 1155 N.E. 100 Street City Miami Shores State Fl Zip 33138 Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3205 -019 -0331 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor Contractor's Address 13800 N.W. 1st Avenue City Miami Qualifier Name Carlos Arocho State Certificate or Registration No. RC0058627 Contact Phone Marylou Hernandez — Arocho Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 4,000.00 Miami Shores Village j Building Department 1� IAN i. �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1155 N.E. 100 Street State Fl Type of Work: ❑Addition ['Alteration ['New © Repair/Replace ❑ Demolition Describe Work: Reroof to a new Flat mineral cap sheet roof . �Ah19 7.1 Phone # Phone# (305) 953 -3333 Zip 33168 Phone # Certificate of Competency No. 000017889 E-mail qualityroofing88 @yahoo.com Phone # Square / Linear Footage Of Work: 400sgft. Permit No. 1 (786) 367 - 2029' See Reverse side —> BY: pCVI ** * * * 1 * * * * * ** * * * * * * * * ** Submittal Fee $ .JL W Permit Fee $ /J 0 CCF $ Q CO /CC $ Notary $ Training/Education Fee $ O ' Technology Fee $ 3' Scanning $ 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: C Structural Review. $ Total Fee Now Due $ 2-1S•40 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage ben er'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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The fore oing instrument was acknowledged before me this /,2 The foregoing instrument was acknowledged before n me this /z day of , 20110 , by Fd, j r , 16 s , day of Z _ , 20 0 , by ea-r 1 o S p rLo , who is personally known to me or who has produced who is peponally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. Signature NOTARY PUBLIC: NOTARY PUBLIC: Sign: LL , Sign: t� . �• / � Print: NOTARY PUBLIC -STA ya r FLORInA Print: bIG, , r ,..�!l . Marylou emandez arylou e , , , My Commission Expires:: i !Commission #DD930046 My Commission Expire Co fggio #DD930046 „.•� Expires: OCT. 10, 2013 wow Expires: OCT. 10 2013 BONDED THRLI ATLANTIC BONDING CO. INC. ED THEUAT C a � G ' *** Fie *** ******* **** * * * * ** **** * **** * * * *** * * * *** * ********* ** * * ***** * *x *** * * * * ** * * * * * * * : 9 t* ***fie* bxo-x **4** ** '`, APPROVED BY C90 4)(2/6 Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Clerk checked NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3205 - 019 -0331 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, 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: 1155 N.E. 100 Street 2. Description of improvement: Reroof to a. new Mineral Flat Cap sheet roof. 3. Owner(s) name and address: Evelyn M. Russ Interest in property: Owner Name and address of fee simple titleholder. N/A 4. Contractor's name and address: uuality Roofing Cr ntra tor, Inc-_ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address:1VA Amount of bond $ 00 6. Lender's name and address: N 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement (the expiration different date is specified) J lat-o.0 ' Owner Print Owner's Name 16 .poit i- Sworn to and subscribed before m this 12 day of 74.a Signature Notary Public 123.01 -52 PAGE 4 8/02 Print Notary's Name NOTAR My commission expires: 1155 N.E. 100 Street Miami Shores, Fl 33138 13800 N.W. 1st Avenue Miami F1 33168 Lie STATE OF FLORIDA ✓Mary Hernandez Commission #DD930046 Expires: OCT. 10, 2013 BONDED TBRU ATLANTIC BONDING CQ, IN Miami Shores, Fl 33138 111111111111111111111111111111111111111111111 CFN 2C) 1 0 R. 002260 OR Bk 27147 Rs 1270; tips) RECORDED 01/13/2010 10.07:31 HARVEY RUVIHh CLERK OF COURT fIIAP1I -DARE COUNTY, FLORIDA LAST PAGE ©RDA, Ca'UPJT:f OF DA p the rue receive a copy of the Lienor's Notice as provided date is 1 year from the date of recording unless a Prepared by Carlos Arocho .20162. Qna 1 ity Roofing Contractor Address: 13800 N.W. 1st Avenue Miami, Florida. 33168 (305) 953 -3333 ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1 -6 -2010 10050 NE 2 " Ave Miami Shores, FI 33138 Re: Owner's Name: Evelyn M. Russ Property Address: 1155 N.E. 100 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: Evelyn M. Russ connections of my building because: C7 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade feu SSaned ` illa,9e Reti. Vontstott 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION certify that I am not required to retrofit the roof to wall The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this /2 day of moo, 0 Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,993 Lot Size: 8,775 SQ FT Year Built 1949 Legal Description: MIAMI SHORES SEC 8 REV PB 43-67 LOT 11 BLK 177 LOT SIZE 75.000 X 117 OR 14921- 2615 0291 5 OR 14921- 2615 0291 01 Year: 2009 2008 1155 NE 100 ST Applied E T e Applied Exempti Taxing Authority: ben/ Value: Value: Regional: $50,000/ $143,458 $50,000/ $143,265 County: $50,000/ $143,458 $50,000/ $143,265 Cry $50,000/ $143,458 $50,000/ $143,265 School Board: $25,000/ $168,458 $25,000/ $168,265 Folio No.: 11- 3205 - 019 -0331 Property: 1155 NE 100 ST Mailing EVELYN M RUSS & EVA R Address: MITTLER $194 1155 NE 100 ST MIAMI 278,039 SHORES FL $348 33138 -2601 le Date: 1991 = le Amount: '. 0 le 0/R: 14921 -2615 les - les which are ualification • isqualified as a result of Descri • on: -xamination of the deed View Additional -les ear: 2009 2008 Land Value: $154 645 223,29 Buildin• Value: $194 045 278,039 MIMME $348 690 4.501,33 ! irM $193 458 .193,26 Property' Information Map Property Information Map lo` My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 — This map was created on 1/6/2010 10:33:30 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 112 ft Summary Details: Property Information: Sale Information: Page 1 of 1 Assessment Information: Exemption Information: Taxable Value Information: http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 1/6/2010 2009 2008 H omestead: $25,000 $25 000 nd Hom- teed: YES YES Property' Information Map Property Information Map lo` My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 — This map was created on 1/6/2010 10:33:30 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 112 ft Summary Details: Property Information: Sale Information: Page 1 of 1 Assessment Information: Exemption Information: Taxable Value Information: http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 1/6/2010 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. 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. Renalling 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). Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the 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. e, 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 fife 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent naluaLatfloav throygh 1hg • • interior of the structure assembly (the building itself). The existing amount of attic; ventilatiorl'sidat nMt tie reduced. It may be beneficial to consider additional venting which can result in egendlr2the & I of thba. roof. .,1 / / /2/o Owner /Agents S gnature Date Contractor Signature Revised on 7/9/2009 LD fag irmlig - .• • • • • • • .. • .Et • • • • •• • • •.. •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sactenn A (Gencrat Information) Master Permit No. Process No. Contractor's Name Quality Roofing Contracto . Inc. Job Address 1155 N.E. 100 Street 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof g Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 400sqft. Steep Sloped Roof Area (SF) N/A FLORIDA BUILDING CODE — BUILDING ❑ Repair ❑ Maintenance Sertion R (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. r F • • • • • • 11 • • • j•• • 9 • ••• • • • • 1 • •• •• • • • • • • • •• • •• • • • • • • •• • • • • • • • • • • • • 1 1 • • • • Total (SF) 400sqft. • • • • • •• • • • • • • ••• • • • • • • •• •• • • • • • • • • • • • •• • • • • • • ••• • • • • • •• • • • • • • • • • • •• • • •• • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: N/A Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Certainteed Corp. Product Approval No.: 08 - 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - 49.2 Pmax2: - 82.6 Pmax3: - 124.3 Max. Design Pressure, from the specific Product Approval system: - 52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: N/A Slope: . Anchor /Base Sheet & No. of PIy(s): N/A Anchor /Base Sheet Fastener /Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness:N /A Base insulation Fastener /Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1) Base Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of PIy(s): (2) ply 1V Pty Sheet Fastener /Bonding Material: Typo 111 mopping asphalt Top Ply: Mineral Cap sheet Top Ply Fastener /Bonding Material: Type 111 mopping aaphal.t FLORIDA BUILDING CODE — BUILDING Fastener Spacing for Anchor/Base Sheet Attachment: Field: 8 " oc @ Lap, # Rows 3 @ _$_" oc Perimeter: 6 " oc @ Lap, # Rows 4 @1 6 " oc Corner: 6 " oc @ Lap, # RowsA___©_€_" oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A ComerN/A 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 Submjt . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES •• • . . •• • .• • • • • • • • • • • • • • • • • • • _Ps PY 1) o • •• • • • • • •• • • • •. .•• • • .. • • • • • • •.- w • • • .• • • Mean Roof Height •. • • • • •• • • •• • • • •. • • • • • • • • • • • ••• Parapet Height • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• M IAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) CertaiinTeed Corporation (PA). 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 • 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 BOLO 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 (AHD. • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AID (iin areas other than Miami Dade County) remove the right to have this product or material tested tor quality assurance purposes. Millis product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AEI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by. BCCO that this product or material fails to meet the requirements of the applicable binding 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: :CertalnTeed Conventional Built-Up-Roof 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 bas been a revision or change in the materials, use, and/or manufacture ofthe product or process. Disuse 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 Munn= If any portion of the NOA is displayed, then it shall be done in its er tirety. ...... . .. . • INSPECTION: A copy ofthis entire NOA shall be provided to the user by the m$nuf rer.4r jts; : : distnlutors and shall be available for inspection atthe job site at the request ofthe Mae Qf$c l:: •: • This NOA renews NOA No. 03- 0827.05 and consists of pages 1 , gh 21. The submits documentation was reviewed by Jorge L. Acebo. 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 • • •• ••• • •• • • • • • • • • • • • • • • • • l x D 9/13• • : • Approval Date; 0S/15108 ••. • •figh1 22 • • • • • • • • • •. ••• • • • • • • • • • • • • • ••••• • •••• ••• • • ••• • • ROOFING ASSEMBLY APPROVAL Cateaorv: Sub.t teoerv: Deck Two: k mum Deeign paare TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE ,Product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV or VI Flex. I- Callas or Flex I-Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet •• ••• • • • • • •• • • • • • • • • • • • •• • • • • • Roofing Bg FEerglass Wood -60 psf • 36 "x72 ;Roll W+e.Ibs. (2 36 "X36; Roll Weight 78 lbs. (1'sapare) • 36" x 180; Roll weight 40/55 lbs. ( squares) 36" x 108'; Roll weight 901bs. ( ) 36" x 108; Roll weight 69 squares) 36 "x144,Roll weight 90 lbs. ( 4 square) . 36" x36; Roll weight 90 lbs. Test Product brafisidin Des mica ASTM D 2626 Asp alt coated, organic base shy, ASTM D 3909 ASTM D2178 Type IV or VI UL Type 01 ASTM D S147 ASTM D4601 UL Type 02 • ASTM D 226 Asphalt - and coated inorganic glass fiber .with mineral granules used as the top ply in conventional built-up roof membranes. Fiberglass, asphalt impregnated pl she. SES Modified, fiberglass reinforced base sheet Asphalt coated, fiberglass base shut. Organic asphalt saturated felt. ASTM D 249 Mineral Saud organic cap and buffer UL Type 30 sly. NOA No : 08 0227.07 Expiration Data 06/19/13 Approval Date: 05/15/09 Page 2 of 21 APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam II ISO 95+ • MO Density Wood Fiberboard Perlite Insulation . Dens Deck ENRGY -1, BNRGY 2, Plus, UltxaGard Gold, PSI-25 FiberGlass Roof Insulation Fesco Board ISORoc Patoc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Product Number . Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. •1iekfast Lock Plate 4. #12 & #14Roofgrip Fasteners 5. AccuTrac Hextia Fasteners 6. Metal Plate TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanmate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiberiMiaeral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" x3'/4" 3" round 3" square Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G-P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. • RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. Galvalume AZSO steel plate 2 '/$" x 3 V4 Construction Fasteners, Inc. Construction Fasteners, Inc. ITW Buildex Corp. .. .•. • • • • • • . • • • •• ••• •• • .... ITW Buiidex Co .. • • • • . • • • • • • • • NbA N 408:00i7. E xpir a tion Date: 119/13 Approval Date: 05/15/08 •. • .. :i: : : Pe r f fl : • • • • • • • • • • • • •• •• • •. •• • • • 0 •• • • APPROVED FASTENERS: Fastener Number Product Name 7. • Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insu1 Final Fastener 15. Inenl Fixx S Plate 16. Tru-Fast Fasteners 17. Tru Fast MP -3 . 18. Tru-Fast Plates 19. Tru-Fast Plates EVIDENCE SUBM1TTRD: Test AEenev/Identifer Factory Mutual Research Corp. Exterior Rich & Design, Inc. . . . . • ... • • • • .. ... • • • . .. • .... • .. ... .. • .. .. .. .. TABLE 3 Product Description Polypropylene round plate Insulation fastener for wood and steel. - Prbled Insulation - fastener and plate Galvalume AZ55 steel plate 3" square & 3" round High Density Polyolefm 3" round round plate & Insulation fastener Galvalume AZSO steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Fastening Requirements FMRC 4470 TAS 114 TAS 117 Dimensions 3.2" 3" round 3" round 3" round 3" round 3" round Bead FMRC 1996 .1.1. #3Y8ALAM 3513.08.02 3515.07.03 Manufacturer (With Current NOA) ITW Buildex, Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. 01/01/96 • 03/23/96 08/15/02 07/22103 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date; 08/15/08 Page 4 of 21 Deck Type 1: Wood, Non- Insulated Deck Description: 19 /n" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System dons apply. Base Sheet GlasBase base shut or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastenW with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o c. Ply Sheet Two or more plies of Flintglas Ply Sheet (Type 1V) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs.sq. Cap Sheet (Optional) One ply of Flintglas Mineral S cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbssq. • Surfacing: (Required if no cap sheet is used) Install one of the following 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60lbsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal./sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: - 523'ps£ (See General Lhnitation #7) •• ••• • • • • • • • • • • • • • • • •• . • •• • • • • • • • ••• •• • ••• • ••• • • • gT • • • •�/� • • • EVIraCtika Ddte 00119/13; • •. • Approval Date: 055/15 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: • 1. A slip sheet is reed with Ply 4 and Ply 6 when used as a mechanically fastened sheet base or anchor GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Ron Directory for fire ratings orals pmt. Materials 2. Insulation may be installed in multiple layer& The fret layer shall be attached in com I Product Control Approval guidelines, Alt otlun mopping o of with �beadharedmafull m the g applied o and at a rate of 20.40 1bsJsq., or m m o approved attached using asphalt 3. All standard, panel sizes •are acceptable for asphalt, meclumical attachment panel size shall be 4' x 4' maximum. • When applied in approved 4. An overlay and/or recovery boazd won panel is rem on all foam insulations when the base stmt is fully mopped. If no epPlications over base cell shall be applied using spot mopping with asps 12 board is used 24" o i� sheet mopped S° ribbons in three rows, one at each side lap and one down t circles, o.c.; or strip g continuous area of ventilation. Big of the ' o brea sheet allowing a every 12' in each rOtbon to allow venti>etion is not 1e, A 6" break shall be placed minimum rate of 12 lbs lug. Note Spot attached s application of either sysga�i , be at a pressure of-45 pn& s►haD be limes to a mnainenni design 5. Fastener spacing for insulation enactment is based on a m Characteristic Force (F) 2 75 lbf., as tested in compliance with Tatting Appiati nn d TAS 105. Ifthe v�e alu as of 6. Fastener feld, are below 2751b£ insulation acceptable. spacing for mechanical went oftmchor/base shag or a minimum res Ce value in c onjun membrane attachment is based on specific s SSho be less than that t rmi listed a Building Official, required, as determined by the Professional Engines, � signed and may nFlorida be n m its s ed revised fastener spacing shall Wire the withdrawsl value taken from b. Said • Standards TAS 105 and calculations in compliance with Roofing Appon g APPli�tion 7. Perimeter and corner areas shall comply with the enhanced a en of areas. ..Fastener densities shall be for both i requirements. calculated is c o i Florida te t p a1an Standard RAS 117. ons signed and sealed (When t limitation is easy referred w� NCO f Col not u e will nt be S. � attachment and sizing of p metal profile, and/ce. 9. � fin Application Standard RAS 111 and applicable windy shall pressure limitation listed shall be applicable to all roof f perimeters, ). New rational analysis, nor extrapolation shall p for (Le. corners and .. .n en a�n Lhnitation #7 • corners). will not be . . END OF • THIS ACCEPTANCE . ..t1 : . • .. NOA N04 08- 0227.07 Expiration Date: 06/19/13 Approval Dattv 05/15/08 Page 21 of 21 =AIMED CARP, R'116 ' 76311 SWEDESFORD RD PO BOX 840, VALIZYL1 FORGE PA 19M2 ••1 Wool Felt, is a suitable alternate for perfore asphalt Type G1 Fate= Ply Sheet or Plinths Ply Premium. Sheet are .suitable eltema for Type 15 and organic Typeelh 30 base Z G2 Gfts Type G E is a suitable hineral •`. C Sheet is is asable alternate for Type Flex-I-Gras, :1 nt FlecI- GtasorFlacd.GlasPRBaseantisa alienate for tile base and the 15 All-Weather/Empire /Empire base sly spot mopped i ofisstwise place e�ll alms am 1 is or .: Mick Diamond Tee sheet rs limited m decks and combos- Tr mmaayybe utilized is place of one ply G2 SF Iellowedbyl /2in.covewboardmaybe • in any of the " maybe used in any ofthe following noncombustible deck roof systems and, where indicated, in cemabuent& roe deck systems. • larch APP" may be utilized ip any of the fdlowMg systems that amine h oly SMS" maybe need in liar of `Poly SMS Base" in an toType G2 base sheets indodes' Vent G$° Board Is& "Fling and Iso Cold", Iso Plueismt.e FELT SYSTEM MTH HOT ROOFING • • Class A 1. 'Deck NC Inc' 3 G2 Glaabase. Pl Shy T ype G1 Flintgles or Type G2 Gleam Surfacing Gravel or.slag. Veda C- 15/16' Im]i 1/2 *All joints blocked. • Base Sheeb Two layers Type G2 "Glasbase" base sheet or Type G-1 " & ANC G3 3 ". Base Muse Two layers 15 All Surfacing Gravel ar A Declo NC Incline 3 Polyisocyantiuinte, any fasted or•hot mopped, any thickness. ti . _ Base Sheeb Two to five plies Type 15aspbalt organic orTypeG t hPt meiVe& Gravel. .5. �/32 . I 3 1 in. min., ntedomically fad or hot nlePPed- • Base fry Three plies Type 15 asphalt saturated argmds felt (pert. • ) hot mopped wills hot roofing asphalt. Surfadng Gravel. • 6 . Decks C-15/32 ludinee 3 Vapor Retarder (Optional): Type G2 "Glade" ortJLClassified vapor retarder One or more layers ar combination of the following Polyisocyanurate, Pte, glass fiber or wood fiber, any Base Sheet Type G2 "Glasbase" base sheet. 2. • H J ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)—Continued CENTRIA 86863 1005 BEAVER GRADE RD, MOON OTHER SYSTEMS PA Class A Biding units used in this system are campcsed of fcam core covered on • both sides witha26 coated sled skm,designated F. V> PANEL V'P'I�, VP250, VP4.00 or INTEGRITY R400, R250, ▪ 1325 or 175 . Incline No limitation 1. Installation: Mechanically fastened to medal rafters. Class • Building units used in this twstem am composed of foam core covered on both sides with'a 26f .. V APANEL V'P' VP2.25, , VP� or R4ao, , R225,175 or 12 : No limitation F L jam; Mechanically fastened to metal rafters. 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR 71'IE ULMARIC PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued C 2 "Glasbase" Two to time layers of G1 "Plintglas" ply sheet Surfacing Gravel or slag. 7. Deck C -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classifie retarder ( One or more layers or combination following P. per, glass fiber or wood fit . Membrane Three or four layers of Type G1 "Plintglas" ply sl Surfacing 8. C-15/32 ���,,�� g � .p�,� Incline:1 Vapor Retarder ( Optionl,• T G2 "Glasbase" or UL Classific Insulation (Optional): One or more layers or combinatiar follovieg Sheet � Type G2 "Glasbase" base fiber Base sheet. Ply Sheets: Two layers Type G1 "Flintglas" ply sheet. 9. De�c� liheet2NC One layer Type G3 "Rlimglasl' cop sheet. Incline 1/2 Insulation (Optional): One or more layers or combination � Johns 2 ", per Base Sheet Two layers Type G2 "Glasbase" base sheet or "Bird& Ply Sheet". S Type G3 „ »glas l at svrFaoed ". 10. Deck G15/16• Incline 1/2 l ll (Opticma): One or more layers po1yisocyanurate, 2 wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. Base Sheet Two layers Type G2 "Glasbase" base sheet or ' Sheer S u Type G3 ". ° 11. De C -15/32 Incline 3 sk: . bunk:don (Opp: Any this, one or more layers or c lions (optional of `Hy -Therm AP", `Hy -Them TAPERED", `H COMPOSTS", "CeIo- Therm" "HY-Tec (Euergy-IAky' `T. wood fiber ar glass fiber, mechanically fastened ar hot moppet Base- She* Type 15 asphalt organic felt, or "Glassiaase Base nailed or hot ' Ply Sheer na ree plies Type 15 perforated asphalt mg hot Type VI Premium Ply Sheet", "FlintgIas Type IV Pb Surfedng Gravel or slag. 12. Dew NC Jn linw, 2 Insolaton (Optional): Any thickness, one or mom layers or c (sots (optional) of "Hy-T'hermAP", `Hy -Therm TAPERED", "H ( TB ", "Celo•Therm , "HY Tec (Energy- LOIq ", wood glass fiber, medtanically fasted or hot mopped. Base Shy Type G2 "Glassbase Base Sheet", Type G1 `Flintg VI Prerahmt fly Sheep' or "Fiintglas IV Ply Sheet". Ply Sheet Mm one ply Type G1, VI Prem Sheet" or `Plintglas Type IV Ply Sheet", hot Sedating Sot Type G3 cap sheet, "Mangles Mbxte al Surfaced Cal Cass B t • Cl 1. Deck; C -15/32 Incline 1/2 44 Base Sheet: Two layers Type 15 "All Weather/Empire". Surfacing Type' G3 Mingles Mineral Surfaced ". 2. Decd C -15/32 maters 3/4 Vapor (Optioaaila • G2 "Glasbasei' os Ul Glassif . retarder • fonowirg P pa Insulation wn, :s• Eater or ivooi, Base Sheet One layer Type G2 "Glasbase" base sheet. Ply Sheets One 3. Deck NCB One LIP; • � • • '. • • • ( • • Taoeyanuira• • > 2 • . Insulation Base Sheet One or more plies Type G2, riot mopped wined fastened. • Ply Sheet One or more plies lope Gl, "Pl IV" or "Ply mopped or bs ri, wl�y , • • • • • • • • • • • • •• •• • • • •• •• ••• •- • • .•• • • PERMIT #:gc O Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• • • • • • ••• •• • Y • • • • • • • •• • • • ••• • • • • • • • • • • • • •• • • •• ••• •• • • • • • • ••_ •E .; • • 0 • • • • -- �:J • • • • • / • % •••