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938 NE 96 St (3)MIAMI SHORES VILLAGE BUILDING DEPARTMENT ; 305- 795 -2204 CJ Building Inspection Request Date Type Insp Permit No. Name Address Company Phone # Time c E � c;•- il ( 938 96 5t 6t f 4Lf i'Z %, For Inspector: 1 /-11,1,2 Correction Re- Insp'n Fee Name & Date 2: 6 r,' bo 140 �s MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date c 1'2, Time Type Insp'n f ;, 46149 Permit No. ¢t;OrZ Name Address Qi3 d n NE 9 Company 444 ' -` Phone# ` /)`l " t r 2 For Inspector: ,S Name & to Approved Correction ❑ Re- Insp'n Fee ❑ Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Tim -� Type Insp'n p _ Permit No. I • ((J (J c7 • 3 3 Name G f /Q'e Address 1 (� 1 / V For Inspector: LO.Name Approved g - M 5 r � Correction Re- Insp'n Fee Date Legal Description W Owner /L essee/Tenet r . �J/ C j&) 6 �"7 u l d Owner's Address 9 3 g / �' ✓ • 96 Qualifier:X/ e) b. 06 -cA) o U r State # ea4 3 0 KJ Contracting Co. Historically Designated: Yes Ob SM Address Q3 'V �--' ' , -L, PV�f�� la 14 FEES: PERMIT _ L. Job Address - PERMIT APPLICATION FOR MI MI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 ndo President Municipal # ,u cg6.sr Permit Type (circle one): BUILDING ELECTRICAL PLUMBING Notary as to Owner and/or Condo President G, My Commission Expires RADON Date Phone Estimated Cost (value) G"?/i 5aa 'LUc Notary as to Contractor gr:Otivn er Builder My Commission DEpjres. ,' " • C.C.F 13 . 0 NOTARY Tax Folio 11 3 O 6 d ( _ ? No Master Permit # # G (: ). 3- BONDS O 0 hoo = 3,7/ SS# 2 '/q- 3 5/'7 Phone 30.E 7 5 7 — a # I ns. Co. , r 6 le �/ e-f Q/ 0/ d� IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. MECHANICA ROOFING WORK DESCRIPTION: e r 014-/ r2 V 0-Pti. CP l v T Ao „ l Fl ! ( D Square Ft. z0,0roll 44) d,,cd;cd WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. 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. Furthermore, I authorize the above named contractor to do the work stated. ure of Contractor or Owner Builder /4/1 Date Date APPROVED: (, TOTAL DUE U Zoning L ( ( Building Electrical Mechanical Plumbing Structural Engineer SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with thc 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, thc following items should be addressed as part of the agreement between the owner and thc contractor. Thc owner's initial' in the adjacent box indicates that the item has been . explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane _ are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues arc 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 b dressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: Whcn replacing roofing, the existing wood roof deck may have to be renal cl 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. townhouscs, condominiums, etc.). In buildings with common roofs, thc roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings arc where the underside of the roof decking can be viewefrom below. The owner niay wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. Thc 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 ca use. water to pond (accumulate) in low -lying areas of thc roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shortcn the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove aded 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 i for of the structural assembly (the building itself). Thc 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. "IMF 0 ner's /Agent's Signature Date ontractor's Signature Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 i . Lf High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS R 1. Fire Directory Listing Page 4 2. 4 From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3 . Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances . 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation i . Lf High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS R aY) 1 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name O' 1LOA Job Address 6 13 Low Slope ❑ Asphaltic Shingles Section A (General Information) Process No. ROOF CATEGORY �/ ❑ Mechanically Fastened Tile L'1 Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 �/ ROOF TYPE ❑ New Roof Lid Re Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3543 % ,291 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. '` ^.1.` r_ . �. I _, Iq High Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer:TAM NOA No.: q q d 60 • 05 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ;S/2. Pmax2: If. Pmax3: •-• 01. Max. Design Pressure, From the Specific NOA System: Deck: Type: Slope: Top Insulation Layer: Top Ply: Surfacing: 5�• 5 Insulation Base Layer: LL)ooCC, Gauge/Thickness: 26 la Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: • Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Size and Thickness: fJ t4 A Top Insulation Faster/Bonding Material: TAm Ka at,¢4f - I sis► Base Sheet(s) & No. of Ply(s): 1 _ • B� se Sheet Fastener /Boning Material: ' J - aog_ I 5 /1st' ca-PS -Ply Sheet(s) & No. of Ply(s): 3 (4, AeRAIV 'Ply Sheet Fastener /Bonding Material: as phat� 'i {Xemi Lan mad;: f ecL IA-M I(o Top Ply r astener/ Bonding Material: • OkSphr - — E� e 4 NIA Giza') It. Section C (Low Sloped Roof System) A if 1 Fastener Spacing for Anchor /Base Sheet Attachment Field: q " oc @ Lap, # Rows z @ ? " oc Perimeter: 7 " oc @ Lap, # Rows 3 @ 7 " oc Corner: 6 " oc @ Lap, # Rows ,5 @ G "oc Number of Fasteners Per Insulation Board Field :' Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 3 �J 7,4W•'' AWA P80.1401,14 i xw.4040 Wee f /./ .OM$fl sM.io � -ei 2- w eiorr rvsw A,. T iN Ct: 8410 MoVeRe, al l AvvATIA43 f'i,45 B/1 C4N t 'FT. A Parapet Height Mean Roof Height 6 Pos cr2.3 y� ` Roof System Manufacturer: 4 (M ,-Iv (O k) 11 6 Notice of Acceptance Number: 9g--/(02.. 04 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: 7,t'. i Pmax2: n.?il Pmax3: 22. Maximum Design Pressure (From the NOA Specific System): )C. 1 Roof Slope: °2. /a : 12 Ridge Ventilation? High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Deck Type: ype Underlayment. Insulation. Fire Barrier: Mean Roof Height: 10 — (� Sloped System Description 1oa0c).- 4 3D / 51 M N � A i Fastener Type & Spacing: Adhesive Type: la ri n3 sho./4 E t% c cops G ' p Lf pt i* ype Cap Sheet: Roof Covering: Type Size Edge: t o High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. /7 .Method 1 "Moment Based Tile Calculations Pcr RAS 127" (P It& xA. , — = 6 , (I'= 4 fra2LG x _ — Mg: _64 M,t AL— NOA M � 7 M (' : t: x X X — mg: Mt = Mr: 7_ . Z1 NOA M ay. 7 I IDD_ M ' _ — � �' Mn .2I NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr (Pi x 1: ( x 1: (P x 1: *Must be used in conjunction with a list of moment based tile• systems endorsed by th Broward County I3oard of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" = x w: =� —W: cos 0: — x cos 0: Fr2: NOA ' x COS Fri. = x w:= ) —W: 0. = r NOA F' PI or P2 or P3 Where to find RAS 127 Table 1 or by an engineering analysts prepared by PE based on ASCti 7 Job Site Description Mean Roof 1 tciglu Roof Slope Restoring Moment due to Grav,uy ® drat. Minimum Attachment Resistance �. rilf k c:i t li All ea cu atrons must he su n to the ilurl at the time of permit application. ' C..1 • ••• NEI p Rp D ucT CONTROL NOTICE OF ACCEPTANCE. (USA), inc. 6645 NW 77 Ave. Miami EL 33166 CCN ENFORCEmENT SEC 1'305: 3 FA x (3115) 3')5.290 PRODUCT CONTROL DI v Your appliatior. or Pucduct. Approval FAA 1,:,(J51 372.c.(3v AnttSa ''S' Tile under Chaci,:er 8 of the Code of IN.A.tarni-.Dade County the use 01 Alternate Matrcials and Tpes of Const7 and completely described herein, has been recommended for acceptanze y the • County Buildinc2, Code Compliance Office (I3CCO) under he :.dr.ciitior..5 specified herein rhis 3ppaio•a1 snail not be valid after the expiration date stated below. BCCO ceserges Cr::: right tc sec:Jr,: product Or material at anytime from a jobsite or manufacturer's pan t focouality control testing. .• this product or material fails to perform lc. the approved mannex, BCCO may revoke s.1pend, the use of s..ich product or material immediately. BCCO reser the right to revoke this approval, if . r is determined BCCO that this product or material fails to meet 1;r1f: requirements of the South Florida Bui,c;ir Code The expense. of such testing will be incurred oy the manufacturer. Acceptance No.:99-1102.04 (Revises No.: 97-0918.021 Expires :12/16/2002 THIS LS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER_.t,1_, CONDITIONS BUILDING CODE & PRODUCT REvIEv' COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cote and P:od..ict RevieW Comminue to be ased in Dade County, FlcJida under the codition5 set forth above. Approved: 17/16/1999 I IL ' 1 ' L 111 •.1 I I 1 1 L. 1- •' I NilANII COUNTY. FLORADA mETRO•C.JADE F ALER Ct.:04PLIAN:E OFFICE NisTRoso,DF FL.AoLE 'LoIN ! •••••••51.5T FLAC,I..Ell STREET. 10) NIA.mi FLORIDA 33110. 563 (3'.'5 ) :3•! )01 FA,X .37 CONTRACTOR I .:1 t:EcTioN (30s; FAx (305) 375 2553 / Raul RodrigJez 0 • ChieFroduct - Tontrol -rancisco. . Quintana, R.:\ Director 1 of 8 Miami-Dade County Building Codc Compliadicc Orn, • J. • 1J•4 1 IL.,) 1 I L.!• I'.1'111L- /"1 '1 1• U_I• • 1 L.L. t JCJJ 1 •■ ALMAR (USA), INC. ACCEPTANCE No. : 99- UO2.0 -1 SCOPE. This revises a roof.ng system using Almar `One. Piece S' Clay Root Tile, as manufactured Altrlar (USA) Inc described in Section 2 of Notice of Acceptance, desiened to cornpiy with the South Florida Building Code, 1994 Edition for Miami -Dade Cou-ity. For the !oca,i.orts where the pressure requirements, as determined by S>' EC Chapter 23, ao not exceed the design pressure values obtain by ca;culations in compliar.ce with RAS 127 using the values listed in section 4•herein. The attachment calculations 'shall 'rye done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured kiN Test Product ,applicant Dimensions Specifications Descriation • One Piece 1 C' Tile "Trim Pieces Category: Prepared Roofing Sub Catego y. High Profile Tile Product 443 Coated Base Sheet NOTICE OE ACCEPTANCE: STANDARD CONDtTIOtNS 1= IS '!'• PA 112 i-iigh profile clay roof tile. For direct decl; of i 0" batten nail -on, mortar set or adhesr•. set 1 4" thick nominal applications. 1 = varie,s •,v = varies varying thickness PA 112 2.1 Components or products tnanufoctured by others Test Product Dimensions Specifications Description APPROVED :December 16, 199 EXPIRES :December 16, 7.002 Accessory trim, clay roof pieces fo use at trips. rakes, ridges and valley terminarons. Manufactured for each tile profile. ;-;;;:0 Felt Ni.A ASTM D 226 Saturated organic felt to type II be used as a nailed anchor sheet. N/A ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlavLy. . Manufacturer enerrl; e4nem Frank Zutoaga, F.RC ALMAR(11`.A), INC. ACCEPTANCE Nn.: 99- 1102.04 Product Mineral Surface. Cap Sheet Rainproof 11 Ice and '~Water Shield . Battens Tile Nails Tile Screws Roof Tile Mortar ( "Tile T iieTht ^) NQTI:CE. OF ACCEPTANCE: STANDARD CONDITIONS Test Dimensions pct i[ica: ions NIA 30" x 7 5' roll 36 x 5' roll or 60" x 7ti' roll 36" , ?5' roll vertical min. 1" x 4" horizontal mire. 1" x 4" for use w.vith vertical bacr.ens or min. t" a 2' for use alone i3dx 3" k S x 2 " long 0.335" had dia. (.13 I " shank dia. 0. ? 75 screw thread d izmeter NIA ASTM D 349 Mineral surfaced asp.lslt roil roofing for t-Se aS a top ply in z double ply underiayment system PA 104 PA I0a PA Ha Appendk E PA 114 Appendix E PA 123 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product Description Single ply, nail -on underlaymen: with 2" seif.adhering top edge Self - adhering . underiayment for use as a top ply in a two ply underlayment ysten- with Approved »3C or 4'43 as the base. layer. wood Preservers Salt pressure created or Institute LP - 2 decay resistant lumber banens Con - osiun resistant. smooth, screw or ..nn,;lar ring shank nail. Corrosion resistand coated. square drive. galvanized. ciarsc thread wood screw Prepared mortar rnix designed for mortar set roof tile applications. Manufacturer generic Protect- O - \a✓rap, - Inc, with •urtent NOA 1L.2. Grace Co. with current NOA generic generic generic Bermuda Roof Conmpony, I nc. (with cur ;enr NOA) Frank Zutoaga, R.RC t2nnfinc Prcde:ct Control Examiner c_•-•/ l:l.•••• _ U A !J • l. 1 IL' _ l 1 C_r.r I"11'i.. r' 1 'T U. -J ' , 1 ■.L. ' ..•1•_• _• I J). • +._I ALMA (US :.), INC. Quickcit Roof N/A FA 123 Prepared mortar nix Tile Ntortar designed for mortar set roof the applications. Roof rile Adhesive ( "Polyprc('0 Al-1160 ) Tile -3ond 3. LIMITATIONS l ACCEPTANCE No.: 993102.04 APPROVED :December 1.6, 1q99 EXP1R.ES :December 16, 2092 NOTICE, OF ACCEPTANCE: ANCE: STANDARD CONDITIONS Test Product Product Dirrlcnsipns jecitications Description Manufacturer Qaicl:rete '.4crtar (with current NO. ) See PCA Tsvoco•mponent Poly foam poly;ireth, ne adtlesil•e Products. Ir.c. designed for adhesive. set (With current roof tilt applications. NCA) F actoy prein iti :ed canisters See PCA Single. cornrone.nt Products polydrethmne foam roof r,witri current tile adhesive NC)A) 3.1 Fire cla :s.ification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a vatic field uplift tear stall be performed in accordance with RAS 106. �.3 Applicant shall retain the services of a MYMiaml -Dade County Certified La5oritor.' to perform quarterly test to accordance with PA 112, appendix 'A'. Such testing, shall be submitted to the Building Code Compliance Office for review 3.. Minimum underlayments shall be in compliance with the applicable Roof.ni; Applications Standards listed se. _lion 4.1 herein. 3.5 3C/90 hot mopped underla yment applications may ne instaiied pecoendic :ul .r to the roof slope unless stated otherwise by the underl avrnen.t material manufacturers pubii :, :: ed literature. This a:ceptance is for w od deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7: 12 and greater. - 4. INSTALLATION 4,1 Almar `One Piece S' Clay Roof The and its components shalt be installed in tt. - ict compliance with Miami Dade County Roofing Application Standard RAS i 1 S, RAS 119, and RAS 120. Frank Zuloaga RitC V CJI_�•1 ALMAR (USA), INC. ACCEPTANCE No. : 99-1102.04 APPROVED :December 16, 1999 EXPIRES :Decembcr 16, 2002 NOTICE OF ACCEPTANCE: STANDARD COND1TIONS 4.2 Data For Anuctunent Calculations i Tile Table 1: Aerodynamic Multipliers -.k(ft) X (ft) '. (It) Profile I Batten Application . Direct Deck Ap lic.atiOn 10ne P7ece 'S' Tile - 1 - 0.253 0.274 Table 2, Restoring Moments due to Gravity - M (ft-lbf T 1 . .,. 41,1,16 I i 6":12" 1 7":12" or Profile 1 or less i 1 - greater i One Piece . 5 Battens; C..irect Battens Direct rI3a71, eni I Di ....c.a;:r;etri. i Direct rsauens i Oirect I Ti:e ' : Deck I 1 ec I Deck I Deck Dk 5.35 4.40 5.27 6 1 4 2) 5 03 1 40. I 4 1 47- Deck Dc r ! 4.31 1 5.1 Table 31 Attachment Resistance Expressed as for Nail-On Systems Tile Fastener Type Direct Deck i Direct Deck Profile. (min 15/32" , 1 (min. 19/32" plywood) plywood) One ?iece •S' 2-10d Ring Slar.k Nails Smooth or S.7.rew __Shank Nejl - 21 - 10d Smooth or Shank. Nails 1 43 Screw 2 .#8 Screws _1 od Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10cI Smooth or Screw Shank Nails (Eave Clip) 23 6 5.1 6.9 23.7 58.2 23. 41 2 6.8 9.2 29.3 29.3 24.0 27.6 27.6 38.1 a Momer.t. - M, (ft-'ibf) 28.7 N/A 58.2 26 8 23.1 19 0 .-• 38 1 2-10d Ring Shank Nails' 33.1 48.1 1 Insia!latiQn hez4Olap and tas;erners Icc.ated a rn of 2W from head u! r.,1 19 23 7.3 39.6 41.6 45 2 Frank Zuloaga, RRC _ . . L:14. _ 11 Y.!i 11'..,i Ir_r•.rj i•1 r_'&_ I.LC- + . i :J00"0.1 I'•U. �O Ll. ri a ALMAR (USA), INC. .XCL, EPTANCE tiro. A9- 1102.04 2 Sae nanufactuies curnaoa'enl appn)vai for ins:allatibn reLtsr?ments 3 5Iexiyle Prr_s.ducts Company Tle8 )rt•d A:•erage weigrnl Der Daly 10.' grams Pctyfoarn Prcok,ct. Inc Average V, e.gilt per ratty y Grams. 1-'3!y foam l c$yPro • 4 Larce padd`placEmeri of 639rarr,ss of Po(yPro ;5 Medium paddy olacement of 24g ems of PofyPro^', APPROVED :December I.6, 1999 EXPIRES :Decernb €r 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance One Piece Adhesive 29 3' Tile r— Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -IPf) for Single Patty Adhesive Set Systems - fife -r - ' rile Application Profile One Pit-;;e 'S' Tile ! Po,vfoarn Poe Pro Table 4B: Attachment Resistance Expressed as a Moment - ['.'I, (ft -Ibf) for Mortar Set Systems Tile Tile I Attachmen? Profile I Application Resistance 1 Cne Pte_e '5' Tilt; ' Morta- Set' 24 50 ! 1 5. LABELING At tiles shall bear the imprint or identifiable masking of the manufacturer's name or logo, or following, statement. "Miami -Dade County Product Control Approved ". 6. 1310 LDING PERMIT REQUIREMENTS 6J Application for hulloing permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any•ot.her thcuments required by the Bunting Official of the South, Florida Building Code (SF BC) in order to properly evaluate the installation of. system. 1 1 Frank Zutoaga, RRC Rnntin3 Productt:.lttuof Examiner J Minimum Attachment Resistance 66.5° 38.7` 10-1/ 2" • ALMAR (USA), INC. ACCEPTANCE No. 99-1J02.04 APPROVE[) :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEETANCE: STANDARD CONDITIONS PROFILE DRA WINGS ONE PIECE `S CLAY ROOF TILE • ), frank Zuloaga, RRC Roofing Product Control Examiner tflJLl 1 • A". I I L:'.1• 1 LTV I! I_L •!_rJ I ALMAR (USA), INC. ACCEPTANCE No. : 99- 114?.04 NOTICE OF ACCEk'T ONCE: STANDARD CONDITIU tij 1. Renewal of th :s Acceptance (approval) shall be considered after :i renewal application has been fled and the original submitted documents, including tent- supporting data, engineering documents, are no older than eight (8) years Any and all Approved products shall be permanently labeled with the manufacturer's name, city, state, and the fo:lowing statement "Miami -Dade Couny product Control Approval", or as Specifically stated in the specific con'itions of this Acceptance. 3. Renewals of Acceptance will rot be considered if: a. 1tierc bas been a change in the South Florio: Building Code affecting the evaluation of this product and the product is not in compliance '.pi the ceec ,:hangcs. b. The product is no longer the same product (identical) t +s the one y app:ovei, c. if the Acceptance holder has not complied with all the requirements cf this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required dccumentation initially subinirtec, is no longer practicing the engineering profession. Any revision or charge in the materials, use, and/or manufacture of the product or process shall utomatically be cause for termination of this Acceptance, unless prior written apprcval has beer. requested (through the filing of a revision application with appropriate fee) and granted by this office. i. Any of the following shall also be g for removal of this Acce.Ftanee a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advert,sin; or any other The No :ice of Acceptance number preceded by the words Miami-Dade County, F.orida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be or in its entirety. 1 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the lob site at all time. The engineer need not reseal the copies. 8. - Failure :o comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this at page 8. END OF TLUS ACCEPTANC APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga, .RRC f'If-iK Wt./ cuuc' 1 4 : —. FK BRHDCU M IAM WAD PRODUCT CONTROL NOTICE OF ACCEPTANCE T;tmko Roo ting Products — 220 ;Jest Fourth Street. Jopt t Your application fot Product Approval of: SSSMadifrd Roll Raofieg _ Wood d a:. under Chapter 8 of the Code of Miami- -Dade County governing the use of Alternate Materials and Typ Construction, and corlplerely described hcrei has been recommended for acceptance by the i County Building Code Compliance Office (BCCO) under the conditions specified herein. M i This approval shall not be valid after the ex piration date stated below. BCCO reserves the right to sect*. product or material at anytime from ajobsi(e or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved the use of such product or material immediately. BCCO reserves the right o revoke, a revoke thi a pP r s *YA determined BCCO that this product or matcri;zl Ir< ;;s to rncet :' orida Build' Code. -,e requirements of the South Florida f f it u The expense ofsuc resting will be incurred by the manufacturer. Acceptance No.:99- 0604.05 Expue3 :07r22non Raul Rodriguez Chit C Product Control Oivi '- THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL,. CONDITIONS • l: t BUILDING CODE & PRODUCT REVIEW CONIAtITTEE rd This application tor Product Approval has been reviewed by the BCCO a nd approved b y the B uildin and Product Review Committee to be used in node County, Florida under the conditions set forth above Approved:0 7 /2 211 9 9 9 MO 64801 Ju Jby1JJ i 4 10 ULlb f 588. i F y F' . u1 CONTRACTOR ENFORCEMENT St 130$1 - 373.2966 FAX (Jon 17i: inatrnet'rail $ddrrst: po (ln c eegbuildinitenA<nulint-enm ) in'^cDace� M1!to'ff��M !,,,ildlnLirvdeau((ne.curw 4I.11i;< -OAAE COUNTY FI.O' =.: M ErRo'D FIACLER 817 t1It.Diti4 CODE CO lrUANCE • METRc.tM 8u - s � 144 w,',5T R STREET SUITtr(r !MAW. FLORIDA 33.j 00513 FAX (20S) 37s490 V •CONTRACT) L10ENa1NG (3AS) 379.2527 FAx (J0s) 315. ritULUCT CONTROL Drsq413K.L. 0051 315 -2902 FAX (30S) ' }7Z • •.fi ranctsco , Quintana, R.A. • Director. . ttr.% Miami-Dade County ,Building Codc Compliance: Oft,W, ' MAR 05 2002 14:37 FR BRADCO 1 TAMKQ ROOFING PROD UCTs, 111C. Detk Type 1: Wood, Non - insulated Deck Descriptions 19/32°' or greater plywood or wood plsnk decks System Type E; Base sheet mec fastened Atl General and System Limitations appl Anchor Sheer: Fastening: Ply Sheet_ .!vtembrane: Surfacing: Maximum Design Pressure: Maximum Fire Cla.ssifieation: Maxirrtum.Slope: One ply ofTarnko Glass - gash., Vapor -Chao or Base- N -1 fastened to the deck os described below: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and I -S /8" diameter tin caps spaced 9" o.e. in 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Sas prf See General Lirrtharion a7.) (Oprlorr ii2) Attach anchor sheet using CP Dekfast or g14 Dekfaal Fasteners with CF Her Plate. SFS ii 12 or HD instal rixx S. or Builder Accutrac Fasteners and 3" Square Plates spaced 12" o.e. is a 4" bp and 12" o.c. in two staggered rows in the center of the sheer. (..60.0 p see Gercrallimjloriun q7.) (Optional) One, two, three or Four plies oFTam -Glass Premium, Tam -Ply fV, Base -N -Ply, Awaplan Versa Flex, nr Vt°sa -Base adhered with a full mopping of approved asphalt applied within the EV' range and at a rate of20.40 lbs. /sq.. AwapIsn Premium, Awaplan Premium FR, Awaplan 170, Al vaflea. Awafle:t FR,. Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFleN, or Versa -Cap FR adhered with a full mopping ofapproved asphalt applied within tht EVT rflugc and at a rate af20 -40 lbs. /sq.; or Awaplan Heat Welding or versa- Smooth . adhered by torch. Optional For mineral surfaced vle Required for smooth surfaced membranes: 1, 400 Ib. /sq. gravel or 300 1b. /sq. , lab in a flood :oat o(approvcd mopping asphalt at an application rte of 60 2. Tam -Pro FR Aluminum Coating, Henry 520. or Karnak 97AF applied at I galJsq., or Grundy Fibered Asphalt Emulsion, or Tam -pro Fibered Emulsion at 3 gal. /sq. See Base sheer Fatrrerrnig Options. fibovt• See General Lim itation Se General Limitat ton el, Page 17 of 21 ,3056963374 TO 3057580484 Product Control No.: 99- 064r.O5 Frank Zutoaga RC Roofing Product Control Examiner P.17 . .My 1.- • MAP 05 200 2 14:38 FR BRADCO TAMKQ ROOFING PRODUCTS, L?'C. • WOOD DECK SYSTEM LIMITATIONS A slip sheet is required with Ply s and My g when used as a mechanically fumed base or anchor Oteet. Pap 19o;:l 0056963374 TO 3057588484 Produce Controi No,7 99460445 µ, Frank Zuloaga. RRC Roofing Product Control >:2rnincr P . 19 MAR 05 2002 14:38 FR BRADCO • TAJ'DCO ROOFING PRODUCTS, rts1C. Page 20 of 2; 3056963374 TO 3057589484 P.20 Product Control No.: 99- 01504.0S GENERAL LIMITATIONS I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2 Insulation may be installed in multiple layers. The fiat layer shall be attached in compliance with Product Control Approval guidelines. A other l ayers shatl be adhered in a full rno .n or approved asphalt applied within the EVT range and at a rate cF20.40 lbs.! s0 mechanic 1 ; 1 Y attached using the fastening pattern of the top layer , or mcchanica;iy 3 All standard panel sizes ire AeCet,3table for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and/or recovery board insulation panel is requirWd on all applications aver closed cell foam insulations when the base sheet is fully mopped, if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24° o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a. continuous area of ventilation. Encircling of the strips is not acceptable, A 5" break shall be placed every 12• in each ribbon to allow crass ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq, Note; Spot attached systems Mail be limited to s maximum design pressure of -45 py 5 Fastener3pacing for insulation attachment le based on a Minimum Characteristic Force F" value of 275 1bf., as tested in compliance with TAS 105. If the ;t dstener value, as field-tested, are below 27S Ibf. insulation attachment shall not be acceptabtc, 6 Fastener Spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value f isred within a specific system. Should the fastener resistance be lens than that required, as determined by the Building Official, n revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted Said revised fastener spacing shell utilize the withdrawal resistance value taken from Miami -Dade County Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter an comer areas shall compl with the enhanced uplift pressure of these areas. as carlculated ire compliance with Chapter 23 of the Scuds Florida Building Code Fastener densities shall be increase for both insulation and base sheet as calculated in compliance with Miami -Dade County Roofing Application Standard RAS 117, (Whe within this NOA, General Limicatien p9 will not be app! c is ape fi tlr referred All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shoal conform with Miami -Dade County Roofing Application Standard RAS 1 1 1 and the wind load requirements of Chapter 23 of the South Honda Building Code. 9 The maximum designed pressure limitation listed shall be applicable to 3 11 roof pressure zones (i.e, field, perimeters, and corners). Neither rational analysts, nor extrapolation shall be permitted for enhanced fastening at enhanced pres;cee zones i.e. (Whets this limitation is specifically referred within this NO A, a nc r,ded cornet: and corners), not be applicable.) NOA, Cencryi Llrtrieatiort !i7 will Frank Zuloaga, RRC Reefing Product Control Examiner • •4 • rIAR 05 2002. 14:39 FR BRRE'CO • TAMKO R0OtrING PRODUCTS, LNC. • Product Control No.: 99- 0604.05 .' • Tornio° Roofing Products. inc. 220 West Fourth St. ACCEPTANCE NO: 92:064104 °- APPROVED ; 07!2711994 P.O. !or 1404 EXPIRES : 07/1211402 Joplin, MO 64801 .30569E3374 TO 3057588434 NQTICE Of ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Frank •uloaga. RRC Roofing Product Contra( Examiner P.21 2 Arty and all approved products shall be permanently labeled with the manufacturer's name, City, state, and the following statement: - Miami -Dade County Product Control Approved ", or as specifically stated is the specific ccnditiorts of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has bent a change in the South Florida Building Code affecting the evaluatior of this product and the product is not in compliance with the code changes; ,b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not cornpl;c,,; with all the requirements of this acceptance, including the correct ins tilatian of the product; d) The engineer who originally prepared, signed and scaled the required documentation iniciatly submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials. use, a nd/or manufacture of the product or process shalt automatically be cause for termination of this Acceptance, unless prior verirten approval has been requested (through the Cling of a revision Application with appropriate fee) and granted by this office. 5 Any of the felInwittg shell also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: '. ' '( b) Misuse of this Accepta as an endorsement of any product. for .stet, advertieil btany ; other purpose:. .,� P, ' ; 6 The Notice of,4tceptattce • number preceded by the words Miami -Dade County. Florida. and • bull • i+ i followed by the expiration date may be displayed in advertising literature If any p ,.2.,h. ,` ? 1 Notice eFe...__ is displayed, then it shall Re done in its entirety. t'� 1 7 A copy ofthis Acc . eptttnc easwell ate r: shall be ' pP rov ed drawings and other documents, where it applies, . , .o pro vided to the user by the manufacturer or its distributors and shall be available for • " inspection at the job site at all times. The copies need not be resealed by the engineer. ' ' 6 Failure to comp with any section of this Acceptance ' of Acceptance. eptance shill be cause for temrn inatiot+ and removal • , )' 9 This Acceptance contains pages 1 through 21. r " '� ` � e * ^� r.ND OF THIS ACCEI'TANC '^ \{ rte= r: Page 21 or .7 "` 44* 7O FA3E.2t: *•* ** TOTAL PAGE.21 ** • TGFU.R3225 - Roofing Systems .................... Page Bottom Guide Information TAMKO ROOFING PRODUCTS INC 601 N HIGH ST JOPLIN, MO 64801 USA TGFU.R3225 Roofing Systems Notice of Disclaimer Roofing Systems 1 in. min tongue and groove board is a suitable alternate for 1/2 in. plywood decks with all joints blocked. "Awaplan Premium "is a suitable alternate for "Awaplan Versa - Smooth" in any of the "Awaplan" systems listed below. Awaflex FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polyisocyanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a min thickness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for "Awaplan 170" in any of the following systems. Page 1 of 19 ammo R3225 For Uplift Resistance Classifications, See TGIK Found in this Directory. Pittsburg - Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. "Awaplan 170 "is a suitable alternate for "Awaplan Premium" in any of the following roofing systems using "Awaplan Premium ". "Versa- Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth ". ... /showpage. html ?name= TGFU.R3 225 &ccnshorttitle = Roofing +Systems &objid =10743 523 75 &cfgi6 /7/01 TvFU.R3225 - Roofing Systems Page 9 of 19 3. Deck: NC Incline: 1/4 Membrane: "Awaplan Premium" (modified bitumen), hot mopped or "Awaplan Heat Weld" (modified bitumen), heat fused. Optionally, one layer Type G2 base sheet "Vapor- Chan" may be used under membrane. Surfacing: Monsey "Asbestos Fibered Asphalt Emulsion" at 3 gal /sq. Optionally, No. 11 roofing granules may be applied at 25 lb /sq in the wet coating. 4. Deck: C - 15/32 Incline: 1/4 Base Sheet: Type G2 "Vapor Chan ", hot mopped. Membrane: "Awaplan Premium" (modified bitumen), hot mopped. Surfacing: Pure Asphalt "Fibered Emulsion" at 3 gal /sq. Surfacing (Optional): Flood coat and gravel. 5. Deck: 15/32 Incline: 1/2 Existing Roof System: Class A, B or C gravel may be removed. Insulation (Optional): Perlite, glass fiber, wood fiber phenolic isocyanurate, urethane, polystyrene any combination, any thickness, mopped in place. Base Sheet: "Vapor- Chan ", hot mopped. Membrane: "Versa -Cap FR ", hot mopped. SINGLE PLY MEMBRANE SYSTEMS Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate /perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. Unless otherwise indicated, the membranes used in the systems described below are of the modified bitumen type. The following products are suitable alternates to all currently Listed "FR" products: "Awaplan Premium Plus ", "Awaplan 170 Plus ", "Versa -Cap Plus" and "Versa -Base Plus ". Monsey's "MBA Gold ", Henry "No. 200" or GEO Industries "No. 902 ", Karnak "No. 81", "Tam -Pro CPA SBS" or "Vector Premium SBS Adhesive" cold applied adhesives are suitable alternates for hot mopping or heat welding any of the following Single Ply Membrane Systems. "Tam -Pro Fire Rated Fibrated Aluminum Roof Coating" may be utilized in any of the following Single Ply Membrane Systems that contain "Awaplan Premium ", "Awaplan Premium FR ", "Awaplan 170 ", "Awaplan 170FR ", "Awaplan Versa - Smooth ", "Awaplan Heat Weld ", "AwaFlex ", "AwaFlex FR" or "Versa- Flex ". Versa -Base is a suitable alternate to Versa -Base FR in any of the following systems. Class A — Ballasted ... /showpage.html? name= TGFU.R3225 &ccnshorttitle= Roofing +Systems &objid = 1074352375 &cfg 6/7/01 _ • TGFU.R3225 - Roofng Systems Page 10 of 19 1. Deck: NC Incline: 1 Base Sheet: One or more Type G2 base sheet "Vent- Ply ", "Vapor- Chan ", "43 lb. Base ", "Tam Ply IV" or "Glass Base" or Type G1 ply sheet "Tam -Glass Premium ", hot mopped. Membrane: "Awaplan Premium" (modified bitumen), hot mopped "Awaplan Heat Weld" (modified bitumen), heat fused or "Awaplan Versa Smooth ", hot mopped or heat welded. Surfacing: Gravel, crushed stone or slag in a flood coat of hot roofing asphalt or laid loosely. 2. Deck: NC Incline: 1 Base Sheet (Optional): Type G2 "Vent- Ply ", Type G1 "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Membrane: "Awaplan Versa - Smooth ", (modified bitumen), hot mopped and 1 or more layers Type GI ply sheet "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: Gravel in flood coat of hot roofing asphalt at 60 lb/sq. 3. Deck: C -15/32 (with joints blocked) Incline: 1/4 Base Sheet: Type 15 asphalt organic felt "43# Base Sheet ", nailed. Insulation: 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache /Celotex isocyanurate. Base Sheet: One or more of the following: Type G2 "Glass- Base ", "Vent- Ply "; Type G1 "Tam - Glass Premium ", "Tarn-Ply IV" or "Vapor- Chan ", spot attached. Membrane: "Awaplan Premium ", "Awaplan 170 ", "Awaplan Versa - Smooth ", hot mopped or "Awaplan Heat Weld ", torch applied. Surfacing: "Tam -Cap" gravel or crushed stone at 500 lb /sq or crushed slag at 375 lb /sq in a flood coat of hot roofing asphalt or laid loosely. 4. Deck: NC Incline: 1 Base Sheet: Type G2 "Vent- Ply ", "Glass- Base ", "Vapor- Chan ", Type GI "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Ply Sheets: One or more Type GI "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Membrane: "Awaplan Premium" (modified bitumen), hot mopped. Surfacing: Gravel. 5. Deck: 3/4 Incline: 1/4 Base Sheet: Type GI "Tam -Glass Premium ", Type G2 "Glass- Base ", "43# Base Sheet" or "Vent - Ply, ", nailed or sprinkle mopped. Membrane: "Awaplan Premium ", granule surface hot mopped in place. "Awaplan Versa - Smooth", "Awaplan Heat Weld" or "Awaplan Versa - Flex ", (modified bitumen), hot mopped or torch applied. Surfacing: Gravel. Class A - Fully Adhered ... /showpage.html ?name= TGFU.R3225 &ccnshorttitle= Roofing +Systems &objid = 1074352375 &cfg 6/7/01 w \F TGFUJ.R3225 - Roofing Systems Page 13 of 19 Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 11. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, fiber glass, foam glass, any thickness. Base Sheet: "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place. 12. Deck: 15/32 Incline: 1/4 Insulation: Perlite, wood fiber min 1 in. thick, hot mopped in place. Base Sheet: "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place. 13. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber, wood fiber, hot mopped in place. Base Sheet: Two or more layers of the following base sheets: "Tam- Glass ", "Tam -Ply IV ", "Vapor- Chan ", "Glass- Base ", "Versa- Base" or "Versa -Base FR ", hot mopped or mechanically fastened in place. Membrane: "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflex FR ", "Versa -Cap FR ", hot mopped in place. 14. Deck: NC Incline: 1 -1/2 Insulation: Polyisocyanurate, glass fiber, perlite wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet: Type G2, mechanically fastened, hot mopped or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Membrane: "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Awaplan -Heat Weld ", heat fused in place or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Surfacing: Henry "Henry 520 Aluminum ", at 1 -1/2 gal /sq. 15. Deck: NC Incline: 1 -1/2 Insulation: Perlite, wood fiber, glass fiber, any thickness, hot mopped in place. Base Sheet: One or more layers "Glass- Base ", "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Base Sheet (Optional): One or more layers "Versa- Base ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. 16. Deck: C - 15/32 Incline: 1/2 ... /showpage.html? name= TGFU.R3225 &ccnshorttitle= Roofing +Systems &objid = 1074352375 &cfg 6/7/01 0 k 0 C6 0 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 i ' Printed:4 /11/2002 Applicant: STEWART WALD Owner: JOB ADDRESS: 938 NE 96 ST Parcel # 1132060142990 Signed' Signed: (Contractor or Builder) Building Permit Permit Number: BP2002 -733 Contractor OBENOUR ROOFING SHEET METAL & SUPeblll tor's Address: 7357 NW MIAMI CT Local Phone: 305 - 757 - 2612 Fees: Description Amount FEE2002 -2103 Building Fee $315.00 FEE2002 -2104 CCF $13.20 FEE2002 -2105 - Buildier's Bond $300.00 Total Fees: $628.20 BY: Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 5 & 6 BLK 76 LOT SIZE 100.000 X Total Fees: $628.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/8/2002 Construction Value: $21.500.00 Work: REROOF ENTIRE RESIDENCE W/ ALTUSA CLAY SPANISH S- COLORHTRU BLEND 80% RED, 20% PEACH, 20% FUME & MODIFIED If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. Q1 \\ This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon U which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. C (INSPECTOR) BY: 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 I assume responisibility for all work done by either myself, my agent, servants or employes. timarigm $ /'�� ' iii Ka 111/174.7 r C, M TOTAL LESS DISCOUNT 1 'IL{7 `'. LFSS FREIGHT LESS G I TOTAL DEDUCTIONS I_- C AMOUNT OF CHECK r41' rrrily ;h•1; rJ Jncurnrn Pni AJ nr drin i)s • OBENOUR ROOFING SHEET METAL & SUPPLY CO. PAY TO THE ORDER 9301 N.E. 6TH AVE., STE. A -101 305 - 757 -2612 MIAMI SHORES, FL 33138 DATE .C)�� (d 0 EAGLE NATIONAL BANK Aventura Brunch 2999 NE 191st Street Aventura, Florida 33180 ' .,W4Gt.f.-/-a 7 v0 2097 L" 1:0660063491:13 L68676 L 7011 20971 63- 634/ 7 /a /0A__, $ 6 . 2 f , " ------c?19 14/CKeR 8 ;:`+'":" yy PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: • /A f�o rcT �_. 331 2. D ription of improvement: G/'4v e r r c & CP ( �,� i' =4 owl m.c yr th.vnnmcriuCMCIV 1 A. RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1c -3 O(_2'? 3. Owner(s) name and address: Pk or- L(, S e & c, i-c k) a l Interest in property: i t ) e 9 G _Cr:- • / 4 4 ( f or GS 3g Name and address of fee simple titleholder: 4. Contractor's name and ad ress: CAD «;B UY Aoo` k S / 931 C AM/ r fho r 3/ 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a nt date is specified) � d, FIT ignature of Owner Print Owner's Name S1 .JA A Sworn to and subscribed before me this day of , 20 Notary Public 0,.61-'64 -(A Print Notary's Name ) GV My Commission Expires "y tt- r.; � •tticttt� tl.L•tiC S TA 1_ C'' FLO .!O,:\ C l! ; i's,! Of ti.', ".L) 1 iERtFjY;_ ;7IF4"1 7;t'OL;l:.,to •n-, e or:g;natrdcd _!P__ r. Wl7l�..:i • 5i':, ' iii• . L ( h!.. ' 2002 APR 10 11:31 Prepared h e I-i.t.e 4 Address:? 36 I /V e J u7 d-c A /0/ pi-7 /cif Shorc 1 ?/.3 Approved Correction Re- Insp'n Fee ZARA AND ASSOCIATES., IINC. Metro -Dade County Approved Testing Laboratory Lab. Certification # 98- 0116.01 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 PROPERTY ADDRESS: 938 NE 96 ST PERMIT No: BP2002 -733 OWNER: Dr. Wald PCA No: CONTRACTOR: Obenour Roofing ROOF PITCH :: 3/12 ROOFING SQUARES: 35 'A sq INSPECTION DATE; 05/03/02 TEST DATE: 05/09/02 JOB NUMBER; 051302 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ` 7 a Time 17 7Ve Type Insp'n q -r4'� ��/ 4.?n;�1'� 1 Permit No. P'% c / 2, - Name W' ai L �' Address 9,3e Alt 7 4 J +e / Company Ati4zA7t, / ,✓ 7[° p Phone # 3 4j C 7 / ff i* - f For Inspector: Name & Date ;LILT TABULATION FING SKETCH" 20 6 14 Roofing Laboratory Testing & Research Moisture, Up -lift, Fastener Testing Complete Building & Roofing Inspections Consulting Engineers JPLIFT IN ACCORDANCE WITH MIAMI - DADE COUNTY PA106. Required Testing Force: 35 lbs. 18 Miami, Florida 33127 (305) 256 -4550 Fax (866) 333 -6988 RESULT No. RESULT No. RESULT 5 Passed 61 -65 81 -85 0 66 -70 86 -90 5 71 -75 91 -95 0 76 -80 95- Approved Correction Re- Insp'n Fee ZARA AND ASSOCIATES., IINC. Metro -Dade County Approved Testing Laboratory Lab. Certification # 98- 0116.01 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 PROPERTY ADDRESS: 938 NE 96 ST PERMIT No: BP2002 -733 OWNER: Dr. Wald PCA No: CONTRACTOR: Obenour Roofing ROOF PITCH :: 3/12 ROOFING SQUARES: 35 'A sq INSPECTION DATE; 05/03/02 TEST DATE: 05/09/02 JOB NUMBER; 051302 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ` 7 a Time 17 7Ve Type Insp'n q -r4'� ��/ 4.?n;�1'� 1 Permit No. P'% c / 2, - Name W' ai L �' Address 9,3e Alt 7 4 J +e / Company Ati4zA7t, / ,✓ 7[° p Phone # 3 4j C 7 / ff i* - f For Inspector: Name & Date ;LILT TABULATION FING SKETCH" 20 6 14 Roofing Laboratory Testing & Research Moisture, Up -lift, Fastener Testing Complete Building & Roofing Inspections Consulting Engineers JPLIFT IN ACCORDANCE WITH MIAMI - DADE COUNTY PA106. Required Testing Force: 35 lbs. 18 Miami, Florida 33127 (305) 256 -4550 Fax (866) 333 -6988 be sent to.. . Q.fy.. �. �...�L.Ar.t .� Remarks STATE OF FLOf;IDA, COUNTY OF DADE. ss. (Signed) MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statc.r.cnt ue we plans and specifications herewith submitted for the build in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �j 1 ,, �� ,� Date (° -ter I - _ ._ ® ,119.2. /V w"c" .. No.. s�- _` 7 7/ s eet_.. -- - 3 &...0t- 1..1e a f Owner's Name and Address . Registered Architect and /or Engineer •... •..•.• .:_ .,•••: , - .•:.••••t,,.. -„ .. Name and address of licensed contractor roc, Location and legal description of lot to be built on: Lot Block 7 4 Street and Number where work is to be done State ork to be done and purpose of building (by floors) -2.)3J. ... LAATL and for no other purpose. Zone cubage required_._. plan Cubage Subdivision III ' 4/ ,! s ®I c2 9 c .E._.. u _`,� _.._.._ New Building Remodeling Addition Repairs .... .l. , .. No. -�- of Stories To be constructed of land of foundation / Roof Covering...r.J...LC.. . .6 Estimated Total cost pf improvements $ 1 0 t.D.,u•Q ° Q L? Amount of Permit $. �f. _..... ( 41a, Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said .building. All notices with reference to the building and its construction may / L 4 F/A4 . ? 4 ' 3 T ' The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as in employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or s b - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the s j e the work such public noticb or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Afiami Shores Village. (Signed) ..Z __......4o me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the , , (`\ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, said that all facts therein by him stated are true. t o .. Read to and Sub Scribed, before Permit N .... _ �� .. _ Date Disapproved Notary Public, State of Florida My Commission Expires ilhn PLANNING BOARD DATE BMW thru Chairman ..... .. Member Member Member f..._ ;..s.., Member Member • �.._..._. Council Approved Date Disapproved .. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A rc- u,•irection fee of $L00 will be charged when such re- inspection is made necessary by Improper notice for inspectirm or faulty materials and /or workmanship. Before m , the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, per .orally ap- peared . ) j) y C c _..�..i BUILDING MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N° 9385 ROOFING PS ❑ Work to be performed under this Permit P-C■ , 1 474-; ket7_,<__ — Architect � C f`t l Contractor )4 , CC k - •0 or Builder tv T l 1 v . V ` Ca.,e t do- • t. I Q- tO 7 Legal Lot Subdi- ry , Description 11 131 Vision ..1 r Sq. Ft. Address of t Value of j Amount of 7 Building N C ?Go -r Project $ ©+s" 11 Permit $ Owner of L Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the pl e changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above a umes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby ether sho on the plans or dr ings or in the statements or specifications and that he assumes respon sibility for work done by his agents, , y�rva s or e ' ' oyees. Signed• CONTRACTOR or BUILDER Date_/ 1 t' 1� Contractor's License No. d' 7 1 94► OW gel. CTOR) ' BY In consideration of the issuance to me of this permit I agree to form the work covered hereunder in compliance with all ordinances and regulation, pertaining thereto and in strict conformity with the plans, drawings, s ents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done . ther, myself, my agent, servant or employ BY °- AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA DATE 19 PERMIT 7504 Contractors License No. 0 ❑ Work to be performed under this Permit_ Architect Contractor or Builder -- Legal Lot Description 1 NIACTOR OR BUILDER > . BY Subdi- vision Address of r l" Value of - 11 Amount of Building 1 1 'i "' / Project $ '- t ll Permit $ C ` This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. AUTHORITY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities f Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. ABBOT Date 02- 6 -9i Legal Description PERMIT APPLICATION ION FOR MIAMI SIIOKI;ti VILLAGE Job Address 938 NS. 96 Sizger Tax Folio P — 32 06 —1 4 —2 5' de)fi -e-S Ste 3 L ©r 3 4 4 81 74 Master Permit 0 j68 Owner / Lessee / Tenant S re400 2T LO R'L.D Owner's Address Contracting Co. Din 0474 W o o F /6- _Ara. Address /153/ Qualifier kFAiri/01-!5 11) ea/n/94/ SSIP 24 7 - 'i/° - 3273 Phone 44 State P Municipal It Competency 0 Ins.Co. Architect /Engineer. Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING F EC G WORK DESCRIPTION leCi2DOF F=447 2)66 J41 Attal eL46 To Gr tc _ Estimated Cost(value)0 co /10S-' 00 Square ** * APPROVED: Ft . 70b WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTE; TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, on the attached addendum (if applicable). I certify that all work will be performed to meet t standards of all laws regulating construction in this jurisdiction. I understand that separd permits are required for ELEC,i'RICAL, PLUMBING, SIGNS, FOOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi be done in ompliance with 'all laws regulating construction and zoning. Furthermore, authori e he =•- __` . conyrac o to do the work stated. etitebt 9,5e At 9C / 2 Signa e of owner a d /or Condo President Date Notary lea and /or Condo President My Coasaission pires: FEES: PERMIT Jut'? RADON C . C . P . �' NOTARY Fire Zoning Buildin Mechanical Plumbing Phone 46 S) SD sizAret Signature of Contractor or Owner- Builder Date: Notary as.to :_ - - Owner Builder My Comai s s i o PAVING PENCE SI TOTAL Other Electrical Engineering METROPOLITAN DADE COUNTY BUILDING & ZONING DEPARTMENT 1 1 1 N.W.. FIRST ST., SUITE #1010 MIAMI, FLA. 33128 -1974 Please enter the square footage for the roofing work you are performing in the space provided next to the appropriate roof type for your job. Also provide us with the appropriate manufacturer's specifications . Listed below each roof type is the minimum requirement for the roof. If your roof type does not fit in the specific categories list please see a building processor or inspector. On commercial applications, system must comply with Chapter 2309 of the S.F.B.C. (120 mph @ not Tess than' 30" above ground) MINIMUM CODE REQUIREMENTS: ROOF PITCH REQUIREMENTS - NO MINIMUM 3:12 MAXIMUM ON GRAVEL MINIMUM CODE REQUIREMENTS. As per Notice of Acceptance of the I'roduct Control Section. ROOF PITCH REQUIREMENTS: As per Notice of Acceptance of the Product Control Section. ROOF PITCH REQUIREMENTS: As per Notice of Acceptance of the product Control Section 123.01-71 8/93 ROOFING- PERMIT - SHEET M This application is for a •❑NEW ROOF ( f L tE -ROOF \REPAIR •❑RECOVERY • • Sq. Ft. CATEGORY 92 - BUILT UP ROOFS (( GRAVEL), SMOOTH, MODIFIED) One approved base sheet tin capped in place. Two layers of #15 or fiberglass felt set in hot asphalt. Flood coat of hot asphalt into %vhich gravel is embedded. Minimum 26 gauge galvanized gravel stop /drip edge. Sq. Ft: CATEGORY 93 - TILE ROOFS (NAIL ON APPLICATION) MINIMUM CODE REQUIREMENTS: One layer of #30 felt tin capped 12" O.C. One layer of #90 ASTM mineral surfaced slate set in hot asphalt. Minimum 26 gauge galvanized caves drip and valley metal. Tile set in appropriate mortar base as per Notice of Acceptance. Pull test required prior to final inspection REQUIRED INSPECTIONS REQUIRED INSPECTIONS Sq. Ft. CATEGORY 94 - TILE ROOFS (MORTAR SET APPLICATION) 059- Anchor sheet inspection 001 -Final 059- Anchor sheet inspection 010 -Tile placing 001 -Final REQUIRED INSPECTIONS 059- Anchor sheet inspection 063 -Cap sheet inspection 010 -Tile placing 001 -Final REV. 08/93 Sq. Ft. CATEGORY 95 - SHINGLES (ASPHALT, FIBERGLASS, SBS) MINIMUM CODE REQUIREMENTS: One #30 ASTM D -226 lapped 2" on any slope. Tin caps 6" o.c on laps and 12" o.c. on field. On 4:12 or greater pitch, tin caps are to be 12" o.c every direction Six (6) nails per shingle. ROOF PITCH REQUIREMENTS: 2:12 MINIMUM CODE REQUIREMENTS: See Chapter 34 of the S.F.B.0 and manufacturer's specifications WARNING: REQUIRED INSPECTIONS 059- Anchor sheet inspection 001 -Final Sq. Ft. CATEGORY 96 - OTHERS (EPDM, SPRM, METAL, WOOD SHINGLES & SHAKES) REQUIRED INSPECTIONS 009 -Time of installation 001 -Final A) Chapter 455 of the Florida Statutes provides for fines in the amount of $500.00 to $5,000.00 for any consumer (owner- builders, contractors, etc.), who "aids and abets the unlicensed practice of a professional by employing such unlicensed person ". B) A Product Control "Notice of Acceptance" and method of installation must be provided at time of permit application and posted at jobsite for inspection on all roofing systems. C) The Contractor or owner - builder must provide an O.S.11.A. approved LADDER liar two or more stories for roof access at the time of inspection. Failure to do so, will result in a re- inspection fee. METRO -DADE Tamko Asphalt Products, Inc. (BUR) 220 West Fourth Street P.O. Box 1404 Joplin, MO 64302 ACCEPTANCE No: 73 _05als, EXPIRES: NOV 0 8 1996 APPROVED: NOV 0 8 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 3754908 Your application for Product Approval of Tamko Membrane Roofing Products under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Tamko Asphalt Products, Inc., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth ' p.:e J t seq.. - in the Standard Conditions detailed on page 3. 11 Diamond, P.E. Product Control Division SupervisorD This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under Lhc conditions set forth above. Charles Danger, P. Director Building Codc Compliance Department Metropolitan Dade County • t Manufacturer: Contact: Trade Names of Products Manufactured by Applicant: Versa -Flash I6OTM Tam Glass PremiumTM Tam -Ply IVTN Glass-BaseTM METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL Tamko Asphalt Products, Inc. (BUR) 220 West Fourth Street Joplin, MO 64801 Product Control No.: 93- 0525.3 Type: Roof Membrane Systems (BUR) Roofing System Type: Asphalt (BUR) Generic Material: BUR Dodie Webster (417) 624 -6644 Ext. 257 Acceptance Number: 93 -0525.3 Approved: NOV 0 8 i g g 3 Expires: NOV 0 8 1995 A 180 g/m' polyester reinforced SBS modified Bitumen flashing membrane surfaced with granules. Applied in hot asphalt or cold adhesive. Roll weight: 9Jlbs.; Dimensions: 33' 4" x 36 ". A fiberglass reinforced asphalt base ply sheet. Applied by hot asphalt. Roll weight: 53 lbs.; Dimensions: 180' x 36 ". A fiberglass reinforced asphalt base ply sheet. Applied by hot asphalt. Roll weight: 44 lbs.; Dimensions: 180' x 36 ". A fibgrglas� { einforced asphalt base p Gil Diamond, P.E. METRO DADE Revised 9 -20 -93 - 3 - METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents, where it applies, shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not tie re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. I Diamond, P.E. Supervisor Product Control Division Basesheet Acceptance Number: 93- 0523.3 Approved: Expires: Nov 08 199 NOV 0 8 1996 with bonding asphalt. Option #1: (Wood decks only) Mechanically attach an ASTM D -2626 organic base sheet or an ASTM D4601, type 11 fiberglass base sheet. Mechanical attachment shall be in compliance with the pattern detailed in Appendix 'A'. Option #2: (Over insulated steel deck) Mop in a solid mopping of type III or type IV asphalt at a rate of not Tess than 20/25 lb. /sq. one of the following asphalt saturated membranes: ASTM D -2178 type IV felt (Tam -Ply IV) ASTM D -2178 type VI felt (Tam -Glass Premium) . ASTM D-4601 type II basesheet (Glass -Base) ASTM D -2626 Organic basesheet (Tamko type 43 base • - sheet) Plysheet Two, three, or four plys of Tam -Ply IV or Tam -Glass Premium ply mopped into 20/25 lbs. per square of type III or type IV asphalt. Membrane N/A (See Plysheet) Surfacing A continuous flood coat of asphalt @ 60 lbs. per square 15% and not less than 400 Ib. of gravel (3/8" to 1/2" diameter) or 300 Ib. of slag, 50% of which shall be adhered to the flood coat (gravel shall comply with ASTM D- 1863 -86, and 1864 -89), or Fibered Aluminum coating @ 1 'A-2 gallons per square, or Asphalt Emulsion coating ® 3 gallons per square, or Asphalt floodcoat suface (cij 20/25 lbs. per square or TAMCAP Mineral Surfaced Cap Sheets fully mopped with asphalts at the rate of 25 lbs (115 %) per square. Fastening See tables for Steel Deck and Glass Felt Built -Up Roof Covers or Organic Felt Built -Up Roof Covers in the current edition of The Factory Mutual Research Corporation Approval Guide and the Insulation List attached. R Comment and Limitations 1. Maximum slope shall be 3 ":12 ". (Any application over 1":12", blind fastening of the felts Is required.) 2. An overlay insulation panel is required on 911 applications over closed cell insulations (See Insulation List). 3. All perimeter nailer design shall conform with Factory Mutual Loss Prevention Data Sheet 1 -49. 4. Surfacing aggregate shall be in compliance with ASTM D- 1863 -86 for crushed stone, and ASTM D- 1864 -89 for moisture content. Gil Diamond, P. Type III Type IV • Acceptance Number: 93 -0525.3 Approved: Expires: 5. Al! asphalt must meet ASTM D -312 requirements. Tamko recommends that all asphalt be applied at the EVT temperature specific to the application method as printed on the cartons or bills of • lading. Asphalt temperature should not be held above the finished blowing temperature for more than 4 hours. max. slope 3" 3" NOV 0 8 1993 o 8 19gs 6. Bonding and dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be fully primed with ASTM D-41 primer for asphalt applications and allowed to fully cure. 7. This roof system assembly, when applied ova. a wood plank deck with an ASTM D -2626 or D-4601 base sheet mechanically attached at 6" in the lap and two rows at 12" in the field has been approved for use to a maximum field design velocity pressure of -60 psf. 8. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pressure of -45 psf. 9. Perimeter and comer areas shall have an increase In fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 10. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 11. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 12. Refer to Tainko specifications for appropriate flashing materials. 13. Refer to one of the following Tamko specifications for this application:- 501, 502, 503, 504, 505, 507, 512, 514, 515, 601, 602, 603, 604, 605, 607, 612, 614, and 615. 14. A withdraw) resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. Gil Diamond, • A NAMABLE DECKS (WOOD) Specification 514 TAM-OLASS PREMIUM (Regions 1, 2, & 3) ASPHALT - FLOOD COAT TAMKO FIBERGLASS PLY SHEET 614 TAM-PLY IV (Regions 1, 2, & 3) ASPHALT INTERPLY MOPPINGS TAMKO TYPE 43 COATED BASE SHEET — NAILED WOOD DECK Slope Positive drainage up to 3 in. per linear ft For slopes above lin. per linear B., fastening of the roofing felts is required (see Section 9.0). Material Requirements Per 100 Sq. Ft. TAMKO 43 Coaled Base S i or VERSA VASE Rase Sheet 1 I'ly TAMKO TAM.GIASS PREMIUM or TAM-PLY IV Fiberglass Ply Sheet 3 Plies lnterply,Asphalt Apprnx. 69 lbs. Flood Coat Asphalt_ _ _ Approx.60 lbs. craYel - -_- -- - - - _ Approx. 400 lbs, Clinchdype nails__ _ Approx. 100 Nails Deck: 'Ike deck should conform In TAMKO general rer (see Section 4.0). Asphalt: The asphalt should be certifird by the manufacturer to meet ASfM D-312, Type 11 for slopes up to 1/2 In. and Type 111 for slopes up to 3 in. (see Section 11.0). • Type 43 Coated Base Sheet or VERSA -BASE Base Sheet Starting at the low point of the roof, install 1 ply of TAMKO Type 43 Coated Base Sheet or VERSA - BASE, side lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along 2 lines located 12 in. from each edge of the base sheet. (see Section 10.0). Fiberglass Ply Sheets: Over the base ply, install 3 plies of TAMKO Fiberglass Ply Sheet in specification asphalL Starting from the low point of the roof, apply a 12 in. width, then a 24 In. width, and follow with full 36 (n. widths, shingle fashion, lapping each ply 24.3/4 in. In such a manner so that at least 3 plies of ply sheet cover the base ply at any point Approximately 23 lbs. (D15 %) of specification asphalt per 100 sq. ft. should be used to embed each ply (see Section 8.0). Surfacing: Apply a flood coal of 60 lbs. (t 15 %) of specification asphalt per 100 sq. B. over the entire surface. While hot, embed approximately 400 Ibs. of clean roofing gravel or 300 lbs. of slag per 100 sq. ft. of completed roof area (see Section 13.0). Flashing: The flashing material must be a TAMKO polyester reinforced modified asphalt flashing material (see Section 30.0). U.L Class A Requlrements: Combustible deck: minimum 1/2" plywood, tongue-and- groove decks, etc.: maximum slope 3 ". Insulation: none. Surfacing: flood coat & gravel. Contact TAMKO for further information on other 11.1. systems. O7500/TAM Buyilne 3120 NAILABLE DECKS (GYPSUM AND UGHTWEIOHT CONCRETE) Specification 515 TAM-GLASS PREMIUM 615 TAM -PLY IV (Regions 1, 2, & 3) GRAVEL ASPHALT FLOOD COAT ASPHALT INTERPLY MOPPINGS (Regions 1, 2, & 3) TAMKO FIBERGLASS PLY SHEET TAMKO VAPOR CHAN VENTING BASE SHEET- NAILED POURED DECK Slope Positive drainage up to 3 in. per linear R. For slopes above 1 In. per linear ft, fastening of the roofing felts is required (see Section 9.0). Material Requirements ' Per 100 Sq Ft. T'AMR0 VAPtil -CIIAR PIbcrgfass eV min Sheet T Pt TAMRTAWII SS PREMIUM m'I'ARl1'LY IV IiberTaas FF iii 3F Interply AspTa - It Apprnx. 69 1Tis. Flood Coat Asphalt Gravel - Gra Apprnx. 40016x. Clinch-type nails _ - Approx. 100 Nails Deck: Ile deck should conform to TAMKO general requirements (see Section 4.0). Asphalt: The asphalt should he certified by the manufacturer to meet ASIM • D.312, Type 11 for slopes up to 1/2 In. and Type 111 for atones up to 3 In. (see Section 11.0). VAPOR- CIIAN: Starting at the low point of the roof, install 1 ply of TAMKO VAPOR-CIIAN, side lapped 2 in. and end lapped 4 (n. Apply at a right angle to the slope of the roof. Nail the sheets along the lap at intervals of no more than 9 in. Stagger -nail down the center of the sheet on 18 in. centers along 2 lines located 12 in. from each edge of the base sheet (see Section 10.0). Fiberglass Ply Sheets: Over the base ply, install 3 plies of TAMKO Fiberglass Ply Sheet in specification asphalt Starting from the Inw, point of the roof, apply a 12 In. width, then a 24 in. width, and follow with full 36 in. widths, shingle fashion, lapping each ply 24-3/4 in. in such a manner so that at least 3 plies of ply sheet cover the base ply at any point. Approximately 2.3lbs. (H1596) of specification asphalt per 100 sq. ft should be used to embed each ply (see Section 8.0). Surfacing: Apply a flood coat of 60 lbs. (t 15 %) of specification asphalt per 100 sq. fL over the entire surface. While hot embed approximately 400 lbs. of clean roofing gravel or 300 Ibs. of slag per 100 sq. fL of completed roof area (see Section 13.0). Flashing: The Bashing material must be a TAMKO polyester reinforced modified asphalt flashing material (see Section 30.0). U.L Class A Requirements: Noncombustible deck: maximum slope 3 ". Insulation: none. Surfacing: flood coat & gravel. Contact TAMKO for further Information on other 11.1_ systems. 31 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Ow:w 's Name and Address-_. _... -- ®C A. 'e–r Registered Architect and /or Engineer.. Name and address of licensed contractor_ Location and legal description of lot to be built on: Lot Block. Street and Number where work is to be done Sta wk► ' one purpose of building (by floors). 7- 1 __ ' and for no other purpose. New Building To be constructed of Remodeling _ Addition Kindlf foundation Estimated Total cost of improvements $ Zone cubage required iisZance, to net nearest building Maximurn live load to be borne by each floor___ II hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may s.�.nt to__ _ The undersigned applicant for this building permit dot hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Sec :ion 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontragtgrs, on be performed under this permit, as are licensed by Miami Shores Village. Remarks – -- _ _ .- (Signed) STATE OF FLORIDA, j COUNTY OF DADE. ss Before me, oeaxed undersigned authority, a notary public, duly authorized to administer oaths and take a)cnowledgmcnts, personally ap- - to me well known, and who, being by me first duly sworn, upon oath deposes and says that ne is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._ –___2 > k S Disapproved ____ _ ( Signed) Date - B uilding Inspecto Chairman Member -- --- _ - -- -- --- Member Council Approved._ -__ NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE / 674*' c9® Date 7 / - C NNING BOARD Date – L lie/to 7 No Subdivision_ Date Amount of Permit $ -Plan Cubage_ _- Size of Building Lot Repairs X No. of Stories verjng , 3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ DATE Member Member Member Disapproved $_ ___ Street_ - ___�e - df" Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Estimated Total cost of improvements $ Zone cubage r ec uired_ Distance to net nearest building Maximum live load to be borne by each floor Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date �__!�_______ ,19 ) 4 Owner's Name and Address___ �___ _ _ - -iY No. Street Registered Architect and /or Engineer Name and address of licensed contractor Building Inspecto Location and legal description of lot to be built Lot__— ___— _______ __ Block Subdivision Street and Number where work is to be done. , v State work to be done and purpose of building (by floors) a ' - A 13 _ice - -- / A..#4, tea ,. -os . _ A—e_ i _ - -"44" —el `' - --- ,A.,0a. '. New Building ___ Remodeling Addition 7'o '.c coast of Kind of foundation • a Amount of Permit $ _Plan Cubage Size of Building Lot ,e- &Li I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. _ Tie underdgned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and 7-as complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such` subcontractors, on work to be performed under this Ter *.t, as are Lcensed by Miami Shores Village. •'' Reanarks__ (Signed) ;r - ✓ �% Y 1 11` 'y 17 /7 k elf; f Ad er purpose. Repairs No. of Stories gf STATE OF FLORIDA, COUNTY OF DADE. ss, 3efcre me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, anc who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are�e. Permit No r` Dates Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires NNING BOARD DATE Chairman .____ __ . _ _ _ __ � Member Member __ _ .______ __._..___ _____ Member Member _ . ____ . _ ___ ___________ Member Council Approved __ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. , , , ' , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Tim Type Insp'n 1 . Permit No. • V c2 • /33 Name Address 1 C g NE 7 �Q 5+ iaezvi,R.l,t 1. o- g - Company Phone # For Inspector: Approved g Correction Re- Insp'n Fee 10) / ,8 12-un 3