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RF-07-744Project Address 344 NE 102 Street Miami Shores Village, FL Owner Information MARTHA LAVENDIER Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) Phone ALL IN ONE PROPERTY SERVICES IN 305 - 688 -9550 Cell Phone , Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $250.00 $12.00 $6.25 $274.65 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, April 17, 2007 Permit Issue Date: 4/17/2007 Permit NO. RF -4-07 -744 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Expiration: 08/21/2007 Parcel Number 1132060135140 Block: Lot 344 NE 102 ST MIAMI SHORES VILLAGE FL 33138 Phone 786 -473 -9539 Applicant Valuation: Total Sq Feet: Type of Work: Re -Roof Additional Info: Classification: Residential Total $ 0. $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due 1 C 4 17 "In MARTHA LAVENDIER $ 8,000.00 Available Inspections: Hot Mop Tile In Progress Final Roof Tin Cap Up Lift Report Inspection Type: In consideration of the issuance to me of this permit, I 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 1 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: 1 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 April 17, 2007 Date Cell 890 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. IW PERMIT APPLICATION APB 6 2007 _O v 5 1 g aster Permit No. FBC 2004 BY. W Permit Type (circle): Building Electrical ' Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 0ohn L TI(7,4'1C1 We,` q Phone # 4S--1-3 1 LI Owner's Address Z44 102 S# CityliTALsOrt. State "FL Tenant/Lessee Name Job Address (where the work is being done) 319 6 102 Sr Value of Work For this Permit $ 1000 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Submittal Fee $ Permit Fee $ Structural Review. $ Training/Education Fee $ Miami Shores Village 040111 Building Department +a -Pare Phone # Zip X313`6 City _ Miami Shores Vill . e County Miami -Dade FOLIO / PARCEL# II° b -o1 ° SHo Is Building Historically Designated YES NO f Contractor's Company Name All 1 NI 0(\e NU N'( ‘1% (,� Phone # ') S %� 37663 Contractor's Address 1(n %0 r� �i 125 s# City NI 1(aM l State FL Zip 3 1 i Qualifier Name *acly l &on Phone # State Certificate or Registration No. CR b00021:16 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Apfa -ft Type of Work: DAddition ['Alteration YiNew Repair/Replace D Demolition Describe Work: (Le - e,‘,04vr\b k 1 (-Oaf **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** es** *m 0 (� o CCF $ 1 CO /CC Technology Fee $ i L . (o 15 . Zoning $ Notary $ Scanning $ 1 2" Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side --+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mort L i ?liter' mes(Aa icable) a MortgagQ epder sAddress , s '' ' City State Zip Sign: Print: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 13 , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY Bonded A- a -_ C My Commission Expires: (Revised 02/08/06) LIC: PUBLIC -ST FLORIDA le' APPLICATION APPROVED BY: NOTARY P LIC: N$ � 'UBLIC -S Sign: Print: My Commission Expires: t (0 Plans Examiner +1/ Engineer Zoning 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. Perimeter Width (a'): Corner Size (a' ■ a'): . 1' .1. !_., . ! 1 I i .'• OI 1 .� - ► j i � i!1^ ►' t � I 1 ►- '!: ' Iii 1 , # iii • t y �_ a 1 { I i t : - .7 - t Y 1 f ''' 3 I t E i h 7 1 _...L: i • L .. - .. �. ( . u ! I i ` s I i` 1 + y�y. ^�.71�, _ -_ ; T... .... ® s -f I_ S _a 1 1 i L 3i All III • ,• , - , /' r �v ■ . � 4 — M n L •t ti iNtl� 11'© 1 7 11f11i Ow 'Iti11 I•0I Ill - i it 1 /I/ Mk II II I1 Kf-1(• /` 111111.111 r lN�lrli 1110 int I M Mr i "A NNW i ! tell �l I 17 Bi►,� 62 IRMIl1 • :EC i :/ CYn.711Ic�l�.l•{��l l I, I 1 CI' Il l ■ P M =J1 a ti� I i no �� fii�aw II ytt \ ' rA it i►` li1i t�4 IR X'q i `\ Z � 3 P I I:,a. 1� � I 1 40 Alt TRW i IMIlt y II G Ili L I tI It IRMI II I ( U mm s1W 19111 1� r l lil i I.. II�13 l> � p.r 1 � t ,".1 a 'Ilt I( 1,1ft lt' Mt : � ! ' . I.M. ' '! ' ril A , Il ail .: J : l� ( _ r AIME AIM t L 1 1 III $ II . i _ 1 • - r 6:x -� L'I i-il w'VR I __R..A._ 1 -4.....L.4._/__;. . _ ' ■ 1'. 111 � E�li� J� 70) Ap BY: IFHI jh Velocity Hurricane Zone Uniform Reofing Peflnit:Applic etion Form MIAMI - DADE COUNT' BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. IRC Ole** 15 IS Contractor's Name: h1.1...-04J-OWE X Low Slope r A sphaltic Shingles r P rescriptive BUR-RAS 150 • • Section (General2Mo&natiodi Prscees Noo • • • •• • • • • ••• •• •• • • • •• •• • • • • • • •• • •• • • • • • 1 • •• •• • • • • • Job Add eas: 3 Pa te: t• •• • • • • • 1.• • Roof Category M echanically Fastened Tile al Ps Shingles O ther Low slope roof area (ft.') Steep Sloped area (ft. Section B (Roof Plan Page 2 ••• • • • • Total (ft.')' 8q0 1 Roof Type r New Roof X Re- Roofing r Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes 15K No If yes, what type? r Natural r LPGX Roof System Information Page 1 of 1 es http: / /www.co.miami- dade. fl. us / BLDG /ROOFING PERMITING/PERMIT APP SECTI... 3/26/2004 • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • .. • ... .• • •• • • • • System Manufacturer: ` "Nualgiti SZtoCetr4G IFS NOA No: l 06)' 04,t3. 040 Design Wind Pressures, From RAS 128 or Calculations: - 52 Pmax1: .�„ Pmax 2: r -16'7.3 Pmax3: - t3i.�I' Maximum Design Pressure, From the Specific NOA System: 1 -60. 8 Deck type: 5/8" Plywood • These decks require a fastener pull test by an approved test labratory Other Deck Type: NI Joist Spacing: . . • • • • .••• • . • •. .. • Section C (Low Slopeti Robf S 7 tehl) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used ide iti$'y " " 4 " � • • • • • Slope: 1 1 f4. ' t 12. Anchor/Base Sheet & No. of PIy(s): NIP* Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer /Size &Thickness: N1a Base - Insulation Fastener/Bonding Material: N�a Top Insulation Fastener /Bonding Material: Insulation Top Layer /Size & Thickness: Page 3 • • ••• • • • ..• • •• • • • • •• •• • • • • • • • • • • • • • • • • • • •.....1 • • • • • • • • • ••• .. Wood,Naflen. • N l• Base Sheet(s) & No. of Ply(s): - 1b. t P Base Sheet Fastener/Bonding Material: 'MA 0.9 v4/ t'I't ft. E . t44 Ply Sheet(s) & No. of Ply(s): 1 PLC 3 2. ?W OC gip Ply Sheet Fastener /Bonding Material: tkr( p•SRVAL -Z • • S S A Drip Edge Size & Gauge RU' Ot =Ot7ta, pow-m.01. • Drip Edge Material Type: 1 Galvanized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: JA __...__" _ - Top Ply: �► gp Top Ply Fastening/Bonding Material: "cry Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener T 1 'A" R.S. Nails Alternate Fasteners: N�A 1. Field: c i. " o% @ laps & rows @ " o/c 2. Perimeter. J G " o/c @ laps &I •I' rows @ " o/c 3. Comers: 1 b no/c @ laps & I `I rows @ I 4 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: :A I• Perimeter. .' 1(4- Comer. 1 NIP-- • http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION C 4.HTML Page 1 of 1 3/26/2004 • High Velocity Hurricane Zone Uniform RoofinPermft Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • .. • ••• . •. • • . • . • • • ••• • .. ... Illustrate Components Noted and Details as Applicable:•: • .6 • • • Woodblocking, Gutter, Edge Terminations/Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. • . Indicate: Mean Roof Height, Parapet Height, Height of Base, Fta � h i lg !.io p r t iylpterial, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. 2:414 T 164 4O-r frioppEb AbPHR1 -7 / C �k '`i4 71 RE,6E Ph" R .g Ls t'woob SHE H-1m A Page 3a • • • •• • • • • •• ••.• • •• •••• • • .. • • • •• • • • •• ••• •• Parapet fl Height . Pt. adesnRoofHeight 10 Pt Page 1 of 1 http:// www. co.miami- dade.fl.us /BLDG/ROOFING PERMITING /SECTION C 4 2.HTML 3/26/2004 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OaVNF.R$,,l,VO7IFJCA,T;QZV FOR ROOFING CONSIDERATION'S': . : . : • 1524.1 As it pertains to this section, it is the responsibility of the ro o f ing c to the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minim a% riquireraint•ifid stafisiafdi of the industry for roofing system installations. Additionally, the following ite=n3 shoula bs a4&es'se? as fart of the agreement between the owner and the contractor. The owner's initial in the ad4acertPbox'mdicates that the item has been explained. , J ` r .... • .. ... .. R Y1. Aesthetics - Workmanship: The workmanship provfsignj " ai tee li (I i h Velocity Hurricane Zone) are for the purpose of providing that the roofing system jf eets;tlt%1vb4 rtii,stggee and water intrusion performance standards. Aesthetics (appearance) issues 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. J y � , 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be Ll" - fing, g y renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring . units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. � ` 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the ig inal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall. outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall . outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. • `''`�7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. V\je•A I g 1' 7 Owner's/Agent's Signature Date ntra or's Signatur C OCI NC• %LOCAL- nr..i%seenav Ifl14 BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROJ. DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (All.(). This NOA shall not be valid after the expiration date stated below. The Miami -bade 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 oldie applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: TAMKO BUR Roofing System over Wood Deck 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire ■0A shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 01 0830.07 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Ace • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • .'. • d1�QIA1';ID coZi IY,FLORIDA • • • ' M rjADIFI•ACLER BUILDING • • 14S WEST !MAULER S'fttEET, SUIP1'E 1603 MIAMI, FLORIDA 331304563 .. • • {3Q5) i4-2 FAX (305) 375 -2908 • • • • • • • • ••• . ••.•• • •• .. • ....... • • NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09 /01/06 Page 1 of 20 ROOFING SYSTEM APPROVAL Category: 6nb-Ceftorys RELThat M101 DesIgu Pressure fir _Classif[cetiom TRADE NAMES OF PRODUCTS 1VIANUFACTURED OR LABELED BY APPLICANT° TABLE 1 product Pintensions Awaplan 170 FR Roll weight: 98 lbs.; 33' 11" x 39 3I Awaplan 170Th Roll weight: 98 lbs.; 33' 11" x 39 3411 Awaplan Heat Welding Awaplan Premium FRTM Roofing Built -up Roofing Roll weight 96 ASTM D 6164 lbs.; 25' 5" x 39 Type II Roll weight: 101 lbs.; 33' 11" x 39 3/ Awaplan PrrmiumTM Roll weight: 101 lbs.; 33' 11" x 39 /8" Awaflex Roll weight: 76 lbs; 33' x 39 -3/8" Wood -60 psf See General Limitation #1 Test Speeificat pn ASTM D 6164 Type 1 .ASTM D 6164 • Type I ASTM D6164 Type II ASTM D 6164 Type T1 ASTM D 5147 • .• • . • • .. • • . ••••• • • • • • • ••• • • • • • • • • • • • • • • • . • ••• • • • • • • • • • • . . • • • • • • • .• • • •.. • • • • • • • • • • ... • • • • .. . : O ... . . . . • • • • • • •. • • .. Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g /m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 1 S5gm/m non woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for LTV protection. NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 2 of 20 ct Awaflex FR Awaplan Versa- Smooth Dirensii nl Roll weight 76 lbs; 33' x 39 -3/8" Roll weight 100 lbs. 33' 11" x 39 Awaplan Versa -Flex Roll weight: 76 lbs; 33° 11"x39 -3/8" Base-N-Ply® Roll weight 72 lbs.; 97.5' x 39 -3/8" Glass -Basee Tam-Card Tam -Glass Premium ' Tam -Ply IVTM Type 43 Base Sheet Vapor- Channn Roll weight: 86 lbs.;32' 11"x39- 3/8" Roll weight: 53 lbs.; 161' 9" x 39- 3/8" Roll weight: 44 lbs.; 161' 9" x 39� 3/8" Roll weight 85 lbs.; 72' x 36" Test Specification ASTM D 5147 ASTM D 6164 Type 1 ASTM D 6164 Type II ASTM D 4601 Roll weight: 72 ASTM D 4601 lbs.; 97.5' x 39 -318" Roll weight: 83 ASTM D 3909 lbs.; 32' 11" x 39- 3/8" ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II Versa-Base FR Roll weight 60 ASTM D 5147 lbs.; 48' 2" x 39- 3/8" • •• • ••• •. •• • • • •• •• • • • • • ••• • • • • • • • • • • •• • ••• • • • • . • • • ••• • SBS FR modified cap sheet cgnstructed whit h 1$4x4 ►op 74QVd1, polyester mat v coated on both sideswrth'SBS rubbbrt:todfed asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built- up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built- up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofing. Type IV asphalt impregnated ,lass felt for use in conventional and modified bitumen built-up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 3 of 20 • 10/18/06 15:12 FAX 3083726339 Maximum Design Pressure: BLDG. CODE COMPLIANCE � • • • • � • ... ----14V: •- • • . • • • • • ,— — "' • • • ... • • • • • • • • • • • . • • • ••. • • • • •.. li o10 • • • •' • • ••• • • • • • • " • • • • • .• • • • • • • • • • • • • • ••• • • • • • • • • • • If • etk Type 1L• Wood, • insulated '' • • • •. • • • • • wood pd Deck Description: 19/32• or greater plywood or wood plank. Attached to 2" x 4" d w w000d supports pports spaced 24" o.c. using #8 x 2'!a" wood screws spec s�d•61ot. ;i►1;81' • • 3tTppOrts- • i i • i • • • • System Type D: Base sheet attached • ched over insulation. • • • • • • • • • • • • • All General and System Limitations apply. Fastener Fastening Fasteners Insulation meta o. er Density/ One or more layers of any of the following insulations: Approved Type(s): AC -Foam 11, E'NRG"Y 2, E'NRG'Y 2 Plus, IsoTherat R, E'NRG'Y 2 Composes, 15O 95+, ISO 95+ Composite, ISO -Roc, UltraGard Gold, AC -Foam Composite, Pyrex, Mold-Max FA Minimum: 1" x 3' x 4' N/A N/A N/A NIA Approved Type(s): ConPerl, GAFTEMP Permatetc, Feseo Board N/A N/A Minimum: 'A" x 2' x' 4' N/A N/A Approved Type(s): Faamglas N/A N/A Minimum: 1" x 2' x 4' N/A N/A Approved Type(s): Sigh Density Wood Fiberboard, Structodek FS N/A N/A • Minimum: V2 x 4' x 4' N/A N/A Approved Type(s): Fiberglas N/A N/A N/A 15 /16" x 4' x 4' N/A , at Note: Top layer shall have preliminary attachment, prior to the Installation base/anchor c greater than 4 an application rate of two fasteners per board for insuladoa boards having of dimension ft., and four fastener for any insulation board having no dimension greater than 8 ft. All layers of insulation and base' sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N Ply fastened to the deck as dst riled below: Fastening: SFS #12 or 11D In ulf C fixx S, or Buildex Accutrac Fasteners 3" 1 Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Ply Sheet Two or more four plies of. Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Cap Sheet (Optional) One ply of Tam -Cap07 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs./sq. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following 1. 1 -1'A gallons fibered aluminum coating per square (Tropical Asphalt Products AlwuaBrite 120, Tarn-Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbsisq. Coatings shall be applied according to the manuthciurere recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbsdsq -; plus gravel or slag with an application rate of 400 or 3001bs./sq. respectively. psf (See General Limitation #7.). NOA No.: 06 -0613.06 Expiration Date: 08/23/11 • Approval Date: 09/07/06 . Page 18 (4 20 10/18/08 15:12 FAX 3053728339 BLDG. CODE GOM LI N8E • ;. •: •.• .—. — — -- — ... • • • • • • • • • • .� -• - • • • ••• • • • • • • s • • • • Deck Type 1: Deck Description System Type E: Ail General and System Limitations apply. Base Sheet Onc ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets 52.S psf, See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfnoc S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60 psf, See General Limitation #7.) Two or more plies of Tam -Glass Premium ® or Tam Ply 1V ply sheet adhered in a Rill mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. (Optional) One ply of Tam -Cape adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs. /sq.. (See Tamko application instructions for approved method of installation). (Required if no cap slut is used) Install one of the following: 1. 1 -1'A gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBritc 120, Tam -Pro PR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20- 25lbs.sq.. Coatings shall be applied according to the manufacturers' . recommendations regarding specific application rates and weathering. 2. Flood coat with an application rata of 60 lbs.sq -; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Ply Sheet: Cap Sheet; Surfacing: Maxisnum Design. Pressure: •. • • • • • • • • • • ••• • o • • • Wood, Non-insulated 19 /" or greater plywood 1 ood or wood plank leaks' Attache ) 2; "" paiood supports spaced 24" o.c. using #8 x 2'/2" wood screws . ' Q arperunsters and intermediate supports. • • • • • • • ••• • • Base Sheet mechanically attached_ See Base Sheet Fastening Options above • •• •• • • • •• • • • • • • ••• • • ••• • • • • •, • • • • • • • • • • f 011 NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07(06 Page 19 of 20 10118/08 15:13 FAX 3053728339 BLDG. CODE GOMPLI • • • • "' _•• -•• . • ••• • •• •• • ._ _ •_. _ • • • • • • • • • • • • ' • • • • • • • • • ••• • •• • • • •' • • • • • • •• • .• • • • • • • • • • • ••• • • • • • • • • • ••• • • • WOOD DECK SYSTEM LIMITATIONS: •• • '• • ea. • Ua9a or anchor sheet. 1 A slip sheet is requited with Pty 4 and Ply 6 when used as a1gec10� • •..••. • •• •• • • • ••• •• X012 GENERAL LIMITATIONS: 1Zoo g Materials 1. Fire classification ; is not part of this acceptance, refer' to a current Approved product with Directory for fire ratings of this P 2. insulation may be installed in multiple layers. The first layer shall be attache mopping of f a wit d Product Control Approval guidelines. All other layers shall be adhered i attached ofd approve the applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically fastening pattern of the top layer in approved All standard panel sizes are acceptable for mechanical attachment. When applied ppro ved asphalt, panel size shall be 4' x 4' maximum. on all applications over closed cell foam 4. An overlay and/or recovery board insulation panel is required 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" 0.04 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 9 in each ribbon to allow cross ventilation, Asphalt application of either system shall a maximum be at p -4e of 12lbs.sq. Note: Spot attached systems shall be hSfe f 5. Fastener spacing for insulation attachment is based on , an Standard d Charact A 0 the ce (r) fastener value o , as 275 lbf., as tested in compliance with Testing App field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for meahanioai attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design ue by within a �uildirrg specific system. Should the fastener. resistance be less than that required, n determined Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registered Engineer, Architect, or Registered hoof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resin ence value taker+ from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. requirements of Wiese ate. 7. Perimeter and corner areas shall comply with the enhanced uplift presses �l compliance with Fastener densities shall be increased for both insulation and base sheet calculated ined by a Florida Roof mg Application Standard RAS 117. Calculations prepared, signed ed (When this registered Professional Engineer, Registered Architect, or Registered Roof d sealed en t . limitation is specifically referred within this NOA, General Limitation will designt he • s ) 8. All attachment end sizing of perimeter Hailers, metal profile, and/or flashing erll conform with Roofing Applioation Standard RAS 111 and applicable wind load requirements. g Th maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. and corners). Neither rational analysis, nor extrapolation shall be permitted for field, perimeters, enhanced fastening at enhanced pr essure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #17 win not be applicable.) END OF TEETS ACCEPTANCE NOA No.: 06- 0613.06 Expiration hate: 08t13/11 Approval Date: 09/07/06 Page 20 of 20