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898 NE 91 Terr (5)pf:. ,, TS , -*` - - — - - x�('1 r rilY rr +hx nrtd dot u+nrr, 1. $e, barA for drla its S't .. . i - S 'rt'3Pti - TL �eNUS:[ �. TC�0Rft2� S r ll + PAY TO THE ORDER OF ALLSTATE ROOFING SERVICES, INC. 305 - 221 -5866 953 SW 136TH PL MIAMI, FL 33184 OCEAN BANK 2 1951 S.W. 40tH STREET MIAMI, fl0RI0A 33155 5 . FOR g5 S 4)e 9 IV_ v00 LOSLH' ':06601 L3921: 0 20 2 L (Tr' rs IrAIST c_m V". xeaanearrc osa r_x .m Meer rsn,,. 1051 �/'� 7Vl ^ ` 2 � 63 1139!660 DATE \f �^ 02 LL\ kLyr 611-4` O LARS B ... .. , _uaa....atu .uammu,.- . _ .maug,..... -_ .ng,-s„ u..�.0 su. I zsAtamns,nutar 5104 APPENDIX "F" APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this appendix "F", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this orm. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetics issues such as color or architectural appearance, that are not part of the zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (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. AO 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may whish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. • 49 5. Ponding Water. The current roof system and/or deck of the building may not drain well and may ;ause water to pond (accumulate) in 1gw -lying areas of the roof. Ponding can be an indication of structural listress and may require the review of a professional structural engineer. Ponding may shorten the life :xpectancy and performance of the new roofing system. Ponding conditions may not be evident until the )riginal roofing system is removed. Ponding conditions should be corrected. fii3 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not )verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if )verflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. / 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the terior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be ...duced. It may be beneficial to consider additional venting which can result in extending the service life of the jof. )wner's/Agent's Signature Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (Genera' '-formation) Contractor's Name 74 GIQ, 24-W Process No. Job Address c U E iTTZ, ROOF CATEGORY Section B (Roof Plan) /Adhesive Set Tile ❑ Low Slope ❑ Mechanically Fastened Tile Morta ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood S Shingles ❑ Prescriptive ; -RAS 150 ROOF TYPE ❑ New Roof Edge- Roofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 24 �� 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 - {"" t ' r '" "'" ,..'}.'. } £ . - }.. t - ...L. 3 ...,- t ..,_ ' _.{ r' —.a. l - .F --€ � I- t t . - - s-- n ^t - ' • r . � t-- i__T'_r ., .. _.. N"!«" j'- ' .w ° - - "' - F - .' --. 5 t __' "- w... H- - --i- -! --! _ t L am.. . •#- F e- -- 4,eF 3; "" . .... _.5._.._ _......_.t.__ f. ~ s ®,.- f s � `� 3 i iTig H' E.. i .. . .t- • ✓� +-- t i ! �( _-f_ {-'-r._ -- i "_" } "..... ,« t - Y""#- - ; --- i • . ".' ,°' - +.. Wilt 4 T _ I j- _{- _......._ -s.- -- +wt }i i j } i ,.. E 3 -{- f , £ .. -..£ j _i ....,.. ._..� W .{._... f . _i c....- x... ....... # s.._ _ . j d _ ... {.._;....i .... f.. ...„. } } ...t.. _��. .L.� . p__ i f .�. _.... _#... �..,� t-. i ! £.._ >..., c _..L � _�. £ _ .}-- } .� L-t L s.. € _.I. . '.-'3`__i_._,a_. 7 f' t '� -E ' { 4- L. _# € '-- ' 7 t € �fi�f$ j - 4 j t . {_ _C, .€,.. -.-_ "" ( "' { iii .. €.« ! 1-'—!- 3`._{.._t t- 3` f -i -{- ..�._ t ...{,r, s_.1...... _- _ - ; _ j • — .,,..' . i , t ... ...�,.. f ' Y..L- f E [ -"' £ ' ...{._{ -. t , #_.... __..R........ s - - .. .. } - .L...... _.. _. (- € E .._ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (Genera' '-formation) Contractor's Name 74 GIQ, 24-W Process No. Job Address c U E iTTZ, ROOF CATEGORY Section B (Roof Plan) /Adhesive Set Tile ❑ Low Slope ❑ Mechanically Fastened Tile Morta ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood S Shingles ❑ Prescriptive ; -RAS 150 ROOF TYPE ❑ New Roof Edge- Roofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 24 �� 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 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Deck Type: ype Underlayment: Insulation: Ridge Ventilation? 1\1 Fire Barrier: Mean Roof Height: 14 Sloped System Description AJl Fastener Type & Spacing: 12- Adhesive Type: � ^ _C ype Cap Sheet: I oof Covering: ' Type & Size Drip dge: 121/2_ x 2) aN 6A i YPQ. 1 .1A4A. Nh Ij Roof System Manufacturer: MOk)t L L1VL Notice of Acceptance Number: 92 f () 12 • Q 2- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1 • - / 9' p' Pmax2: 22. 7 Pmax3: -'7 7 Maximum Design Pressure Q� . 4 (From the NOA Specific System): 0 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Deck Type: ype Underlayment: Insulation: Ridge Ventilation? 1\1 Fire Barrier: Mean Roof Height: 14 Sloped System Description AJl Fastener Type & Spacing: 12- Adhesive Type: � ^ _C ype Cap Sheet: I oof Covering: ' Type & Size Drip dge: 121/2_ x 2) aN 6A i YPQ. 1 .1A4A. Nh Ij Where to Obtain Information . Description Symbol Where to find Design Pressure Y 1. PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 r: -- ,� Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier 28.7 NOA Restoring Moment due to Gravity M� tt NOA Attachment Resistance Mr NOA Requited Moment Resistance M, Calculated Minimum Attachment Resistance P NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions 1= length wa width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height -� Roof Slope 4, 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 High Velocity Hurricane Zone Uniform Permit Application Form 1 For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Basej Tile Calculations Per RAS 127" (P4 x 71 a 2`d 9 =13:76) - Mg: co -30 = Mrt NOA Mt CAP. ( (P2: ; 44 . , x X.2 29O7-Mg: 4 = M 7 NOA M 'f . . / (P3: /�r . x a p 9 = 29.D7) - Mg: 6.30 =1%322-77 NOA Section E (Tile Calculations) Method 2 "Simplified Tile Calculation r P � er Table Below" Required Moment of Resistance (M From Table Below 27-7 NOA 1VIt g6.61 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board 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" (P : x 1: = x w: _ ) - W: x cos O: = F NOA F (P2 : x l: = x w: = ) -.W: x cos O.• = F NOA F (P : x l: = x w: = ) - W: x cos B.• = F NOA F M -0AOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Rat pplicau & Roll C Chapter our VII/ und Acceptance No.: 99- 1012.02 Approved: 12/30:'1999 rnnn rr]7 •fI1 I —FL 33 n for Product Approval of: pri Low Profile Tile of the Code of Miami -Dade Construe ion, and completely described hcrei County Building Code Compliance Office ( he expense of such testing it be incurred by the manufacturer. Expires::12 /16/2002 evises No.: 97- 1124.16) Mf1AM1 -DADS COUNTY, FLORIDA METRO -DAOE FLAGLER BUILDING BOLDING CODE COMPLIANCE OFFICE .1ETRO.Q.wDE FLAGLER BUILDING I.0 WEST FLACLER STREET. SUITE 1603 ;tt1A>n. FLORIDA. 33130.1563 (305) )75 - =901 FAY (305) 315 -2908 CONTRACTOR LICEXSISC SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCE3tENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 ounty governing the use of Alternate Materials and Types of , has been recommended for acceptance by the Miami -Dade CCO) under the conditions specified herein. Thl - • •roval sh2.111 not be valid after th xpiration date stated below. BCCO reserves the right to secure this product or matt ' - m a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCC() that this •roduct or material fails to meet the requirements of the South Florida Building Cod Raul Rodriguez Chief Product Control Division S IS THE COVERSHE T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS ING CODE Sc PRODUCT REVIEW COMMITTEE. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco - Quintana, R.A. Director 1 of 9 Miami -Dade County Building Code Compliance Office Inferno mail addreix: poatmas [er ©buildingcodcuulinc.eom Hvntcpal;c: flap : / /r...r,buildiaccvGcunline.com iciT.cgciciCn ' E q111 -4nn?I Nd3NUM31IQ3W 8b :OZ TOO /GO/L0 �nnn rra ' MIONIER U.FETILE LLC 1. SCOPE This revises a roofing system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values Listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRO CCT DESCRIPTION tured APplica4 t Dimensions Monier Lifetilt LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces NOTICE OF CCE'TANCE: STANDARD CONDITIONS Category: Sub Category: Prepared Roofing Low Profile Tile 1 = 16'/ : :" w = 13" '' /_" thick L =•17 W= 12'/," ' /-" thick 'I= varies w varies varying thickness Test Specifications • PA 112 ACCEPTANCE No.: 994012.02 APPROVED :December 30, 1999 EXPIRES : December 16, 2002 P roduct Description Low profile, interlocking, high pressure. extruded concrete roof tile equipped with one nail hole and double roll ribs, For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure extruded concrete•roof vile equipped with one nail hole and double roll ribs, For direct deck or battened nail -on, mortar or adhesive set applications. PA 1 12 Accessory trim. concrete roof pieces for use ac hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloaga, RRC Roofing Product Control Examiner tgtgl:qqq1715 E 31I1 d00e1 Nb3NdzId31IQ31 8bt0T TOES /S /L0 MONIER LIFETILF LLC 2.1 Components or products manufactured by others PrOducr. Rainproof Ice and Water Shield \Vood Battens: Tile Nails Tile Screws Roof Tile Mortar ( "TilcTtteT"" j Roof Tile Mortar ("QuikreteiD Roof Tile Monar #1140 ") NOTICE OF ACCEPTANCE: STANDARDCOiti'DITXONS . Test Dimensions Specifcg.tions 30" x 75' roll 36" x 7S' roll or 60" x 75' roll 36" x 75' roll. Vertical Wood Preservers Min. I "x 4" Institute LP — 2 Horizontal Min. l "x 4" for use with vertical battens or Min. 1"x 2" for use alone ,`tin. 106:3 ;;8x 2'/:" long 0.335" head dia: 0.131" shank dia. 0.175" screw thread dia. N/A N/A ACCEPTANCE No. : 99- 1012.02 APPROVED :December 30, t999 EXPIRES :December 16, 2002 Product Description Manufacturer PA 104 Single.ply, nail -on Protect -O -Wrap, underlayment with Inc . 2" self adhering top (with current NOA) edge. PA 103 Self-adhering underlayment PA 123 PA 1 14 r\ppendi E Corrosion resistant screw or smooth shank nails PA 1 14 Appendix E Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws PA 123 Salt pressure treated or decay cesistant lumber barrens Prepared mortar mix designed for mortar sct roof tilt applications. Prepared mortar mix designed for mortar set roof tile applications. W.R. Grace Co. (with current NOA) generic generic generic Bermuda Roof Company, Inc. with current PCA Quikretc Construction Products with Current PCA rah ' Zuloaga, RRC Roofing•Product Control Examiner T O T COOQCI C' 4 . a1 T 1 ann>l 817:0T T 00Z i S0 / ''MONIER LIFETILE LLC Product Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix") Roof Tile Adhesive ( "Polypro® AE{160 ") 3. LIMITATIONS NOTICE QF ACCEPTANCE: STANDARD CONDITIONS Test Product Dimensions Specifications Description Mlanufacturcr ACCEPTANCE No_ : 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 N/A PA 123 Prepared mortar W. R. Bonsai Co. mix. designed for with current PCA mortar set roof tile applications. N/A See PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed for adhesive set roof tilt applications. Roof Tile Factory premixed See PCA Single component Flexible Products Adhesive canisters polyurethane (with current TileBond foam roof tile NOA) adhesive 1 lurricanc Clip & Clips PA 114 Appendix E Corrosion resistant Fasteners Min. ' 'A" width clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 3d x 1 'n" Generic 3.1 Fire classification is not part of this acceptance. 3.? For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the'underlayment material manufacturers published literature. This acceptance is for wood deck applications. (� _ -•' s shall be in compliance with chapter Z9 of the C� • 3.6 loaga, RRC Roofing Product Control Examiner :1 • T Q T CQOQCI C ''1 T I -Inn?a 1.1HgNH>1?IT I T (TlW b : O T T 00i? /S0 /L0 • ° . MMMON•IER LIFETILE LLC 4.2 Data For Anachment Calculations ACCEPTANCE No.: 99- 101102 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4_ INSTALLATION 4.1 Monier Lifetilc Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Tile Profile Table t 8 Deck ens Direct Battens Direct Battens Deck Deck I 8 5.18 5.37 6,05 l 5.24 Resistance Expressed as a Moment - MT (ft-lbf) for Nail -On Systems 6.30 S. 2 #8 Screw 1.10d Smooth or Screw Shank Nail (Field Ctip) 1 -10d Smooth or Screw Shank Na l (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Rin Shank Nails' Direct Deck (min 15/32" plywood) 1 -10d Smooth or Screw Shank Nail . 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16,4 21.9 7.1 1 #8 Screw 25.8 47.1 47. 49.1 24.3 Direct Deck (min. 19/32" plywood) 25.8 22.9 24.3 19.0 19.0 35.5 35.5 31.9 31.9 43.0 Battens 24.2 22.1 34.8 32.2 Table 1: Aerodynamic Multipliers - (ft) Tile X (f) Profile Batten Application 0i Villa, Roll and Capri Tile 0.267 Fastener Type 2 -10d Ring Shank Nails Restoring Moments due to Gravity - M (ft-Ibf) 4 " :12" 27.8 4" tile headiap and fasteners are located a min. of 5 " :12" 1 6" :12" 37.4 r. ft') ect Dec Appl Direct Deck 5.90 7 " :12" or greater Battens Direct Deck 5.09 5,73 28 .8 • ° J RSA 2Y..: � m; 7 rank alma, RAC Monier Lifetile P I Tile Profile Monier Lifetile Villa. Roo_ and Capri Tile Monier Lifetile Villa. Roll, and Capri Tile Table 3: A Installation with a Roofing Product Control Examiner ToTro00rrar 7 Jrlm! AIH7AII-1 J J I Trmm Ri, ! l T T IaX17 /Cla /).n Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile F'rofile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26,1 2 See manufactures component approval for installation re. uiremen s. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhes' Set Systems Tile Profile Tile Application j i Minimum Attachment R4 t Ace Monier Lifetiie Villa, Roll, and Capri Tile Monier Lifetile Villa. Roll, and Capri Tile Polyfoam PolyPro 86.6 -.l foa_ 'roT"' 0. ' 4 Large paddy placement of 54grams of PolyProT ". 5 Medium paddy placement of 24grams of PalyProT ". Table 4B: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetiie Villa, Roll, and Capri Tile Mortar Set' 20.60 . nnnn cr.17 flkl . r MONIER I.IFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTAcE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami - Dade County Product Control Approved ". 6_ BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit'shall be accompanied by copies of the following: 6. This Notice of Acceptance. 6. [.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Roofing Produce Control Examiner z TQTCPQQCt it' A a1 T I -Inn> HHgHH?I?IR I T (TRW 13f7 471T T00i' /S0 /L0 : . - MONIER LXPETILE LLC 1 rArA/1 Cln7 • MI NOTICE OF ACCEPTANCE: STANDARD CONDITIONS • PROFILE DRAWINGS • ACCEPTANCE Yo. .99-101192 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 MONIER LIFETILE VILLA CONCRETE ROOF TILE MONIER LIFETILE ROLLCONCILETE ROOF.TILE • • .. 7 ' ToTr'OOar r 2 7 I1 1 JfNI]1 All -1 JkIU J]!7 1 T (T71.1 FrankZuloarn, RRC R oofing Product Control Examiner OF•, ! T T( 7 /tin fa • OM nil MONIER LIPETILE LLC cm7 .n NOTICE OF ACCEPTANCE: STANDARD CONDITIONS MONIER LIFETILE CAPRI CONCRETE ROOF TILE ACCEPTANCE No. : 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 oag a, R RC =': _ Roofing Product Control Examiner ; -:: <: • TOTCQOOCIaC 7 Jnn>J MI- 1 TTII.l P*i:l T Tt t ? /CM /J.L M ON1ER• LIFETILE LLC APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stare, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the Specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation 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 complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initial subm itted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted. by this office. 5. Any of the following shall also be grounds.for removal of this Acceptance: a. Ufrisatisfactory performance of this product or process. b. Misuse of•this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration dare may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. s, 7. 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 job site at all time. The engineer need not reseal the copies. Failure co 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 3 and this Iast,pagc 9_.. • ENO OF Ti3LS Y . • • • • • ACCEPTANCE No. : 99- 1012.02 .rank2utoa` RRC: • • • :: ... ;�tnoFpg Plod ct Control Examin • . TnTrnnnrnr ._ »T 1 Jnn11 1.IIJ7AIU'J 17I T(T7I.I O4,!MT T( AtA7 ,Cri i) l NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 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. /4ehae/ /V, ,Qec 9 Sa tiidfq ,L. kg, rum 9/ %' / i 8 `e /PS X3/ 38 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and 5. Surety:(Payment bond Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner // �� Print Owner's Name / iells6?/ c& Sworn to and subscribed before me this i day of 028259133 2002 APR 26 12:47 address: Ta1 MA Into 612. �- 10 3 >et -- t emu) 5 T required by a�T CERTIFY Qn t �rt ar AAD the r , AtAjj 20A'�• • I . Betancotnco.' ut Notary Public d/! .Y • l 1 I• :� ' • Print Notary's Nam- .c_ M - My Commission Expires Motel c 172 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 different date is specified) Prepared by DisP2— ?ere) Address: 73� Gt i 5- Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 4/30/2002 Applicant: MICHAEL Owner: BECK JOB ADDRESS: 898 NE Contractor RINALDO CRUZ Local Phone: 305- 226 -8155 Parcel # 1132060050310 Signed. 91 Building Permit Permit Number: BP2002 -828 BECK MICHAEL TERR Page 1 of 1 & AA-A SHORES VILLAGE NOTICE Owner is Responsible for Maintenance of Contractor's Address: 10329 N` v 9TH ST CiAGVLtbe Sidewalks as per Village of Miami <1 Shores Code of Ordinances, Including Drivewrys, r\ Off, Caused By Current Construction Activifis :, Legal Description: GOLDEN GATE PARK ADDN PB 6 - 130 LOT 1 E25FT OF LOT 2 BLK 3 LOT SIZE Fees: FEE2002 -2403 FEE2002 -2419 FEE2002 -2420 Description Building Fee Buildier's Bond CCF Total Fees: Amount $187.50 $300.00 $6 60 $494.10 Total Fees: $494.10 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/23/2002 Construction Value: $2.500.00 Work: REPLACE OLD ROOF & INSTALL NEW ROOF TILE &Q (7v%) t y 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. 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 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 whetner shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for wo'k done by hls agents, servants or employees. Signed: (INSPECTOR) BY: - In consideration of the issuance to me of this permit, I agree to perforrn 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. (Contractor or Builder) BY ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. 'fl'PE. Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE. Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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 ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: ` 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLO DA, COUNTY OF MI I -DADE Signature of Owner /(‘(1 Print Name Sworn to and subscribed before me this 2 3 day of ,CPC5 1 Signature of Notary Public - State of Horida SEAL: avica.al Idalis Betancourt � . .. 0 ••••• �� , , ;Commission # CC 934331 ;Q " c Expires June 18, 2004 �`' o ; Bonded Tiro n Co. I nc . Personally known".in `` A` �K�} r Iden tification Type of Identification Produced: (I SEAL: ignature of Noty� blip State of Florida , i r I dalis Betancourt t, cCommisefon # CC 934331 '. 4 - Expires June 18 2004 * _ Bop4cd Thr PERMIT APPLICATION STATE 1, FLORIDA CO J►!' Y OF MIAMI -DADE Sign . nt Name Sworn to and subscribed before me this 7.3 day of onding Co., Inc. Personally known r OR, Produced Identification Type of identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR /� � Nam //I /eke /al . 6�C A Name g1 11 In W C a / Home Telephone 36,5-_ 7 7 v 7 ya® License No. c /c O , 5 - O Fax ‘ Address � /r it./ 4.4i c � 7l4 33/7 - �- Telephone 3t2S ` �` 0 4 . sxs5 Alteration Interior Qua G�7, p //.��n C Demolish PROPERTY OWNER /� � Nam //I /eke /al . 6�C A Address sy98 z C// . 7"e , , .ace /3/ iarn, ,Yhtme. �G 33/34V Home Telephone 36,5-_ 7 7 v 7 ya® Business Telephone 365 -_, 5 --, 23 --,23 --,s 90 Fax ‘ TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) O OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) •❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review $ REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (sq.ft. = x/1000 x (t.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 0 1/ t L ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2" AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: O 1 Folio Number Lot Block Subdivision Current Use of Property 1G$ ( i l t.....4..e . 1 0\ Square Feet - 7- 4 66 11D Units ✓ 4 /V) MO t/ Bldg Proposed Use of Property slue of Work g Value Tax Assessed/Appraised Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other z Address 9 t 5 r 9/c . irc. ?3 i 3, PB PG Zoning Linear Feet PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. ? ' r • (9 S Apt. City State Zip Descripti of Work j %t, l,, Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax _?O• . / ` j so7 (- PERMIT APPLICATION Floors Date 08/19/94 Job Address 898 N.E. 91St Terrace Tax Folio Legal Description Lot 1 & E 25' of Lot 2 , Blk3 , rnl clan (;ate pk Addn r) Lessee / Tenant Michael W. Beck /Sandra L. Pal l Master Permit # 7.:1..., Phone (305) 757 -7420 Contracting Co. Jaca & Son Roofing, Co. Address 30 S.W. 21st Rd., Miami, Fla. Qualifier - - Phone (305) 854 -1836 State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL `OOFINe PAVING FENCE SIGN WORK DESCRIPTION ROOF REPAIR: Remove tiles from around chimney (except South side); reseal flashing and paint aluminium; replace tiles Square Ft. Estimated Cost(value) $360.00 Owner's Address Sign a APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 898 N.E. 91st Terrace ik Lio tur`' owner and /or Con.o President Sit Notary as to Owner and /or Condo President My Commission Expires: OFFICIAL NOTARY SEAL F ANABELLE ADAMS ** * * * NOTARY PUBLIC STAIX OF FLORIDA * * COMMISSION NO. CC261128 �y FEES: PERMIT 4^ MY COI 1 SWN EXP. MAR. 20,1 G7 . F . . NOTARY 11 12 060503108 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 AN 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 ofg all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize he above -named contractor to do the work s -ted. Notary as to Contractor E irp : OFFICIAL NOTARY SEAL F ANABELLE ADAMS NOTARY PUBLIC STATE OF FLORIDA * * * COMMISSION IIO. CC264128 MY COMMISSION EXP. MAR. 20,119997 /� TOTAL DUE 10 My Commission Fire Zoning Buildi Electrical Mechanical Plumbing Engineering Other or Owner- Builder or Owner- Builder ** CONTRACT • ESTIMATE • LICENSED • INSURED TERMS DATE 30 S.W. 21 Road • Miami, FIa. 33129 • (305) 854 -1830 ,/ PLEASE DE T•CN • N URN WITN YOUR REMUTTANCE CHARGES AND CREDITS BALANCE FORWARD / 2, aif elea e Zal//led7 1"/ 4 14C STATEMENT DATE C /� N UMBER ^ $ BALANCE 5Nie& I el* / (` = /`� l .n - Cy PAY LA AMOUNT J ^,� ANY COLUMN 1 'Contractors Name: PC b POOP I k-(. 0 Ft. F[ bReD Rc,Curr GO/ Triu(f4 Deck type: LA—/ 00 C) 1'- -1- It, *Includes Mortar and Adhesive Set Tile Appendix. "L" 'UNIFORM ROOFING PERMIT APPLICATION . • PROCESS No. v A A v ATTACHMENT Fastener Type: 5 / TiNCGp SPACING ![ ,� ,1 � Field: I Z Perimeter. � Cdr'ner. l!� PS • DETAIL I & 2 Job Address: R X Al q TF-PP P C.E ROOF CATEGORY (Low Slope Application) ❑ (Nail-On Tile) ❑ (Mortar -Set Tile) * ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof El Re -roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft _ Master Pern„iL No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7-88 table 1): T ROOF HEIGHT AND SYSTEM DETAILS (Dian details as needed)Q = FCRitrETE= r - `'_c� RPJG p 7.3 I N Fro m • QI PER tvrcTCfZ�iIUC.P�F �n,L� T' utpE ; Z "c). C PI E b --Ca 2 r c_prps r obLl o 9cz S E. ►sue 9 s7721P 5 p/� o ROOF PLAN Page -1 y 1 ` r FIA r • 2 0. ---------------------------------- Ridge Veatda600? ( 1 W ANHIEGBI (Pmax2: x71. ( (Pmax3• x X t- i " I ( UodvlaymeaC . • PROCESS No. Insulation DETAIL 3. UNIFORM ROOFING PERMIT APPLICATION SLOPED SYSTEM DESCRIPTION Fastener type & spaeingi Cap Sheet Roof Coverings Drip edg (Pmaxl: x X (Ae ody... Multiplies): ) - M = M PCA: Multiplies): ) - M = M PCA: c Multiplies): ) - M = M PCA: Page -2 ATTAC.TEMENTS REQUIRED Fire Directory Listing Page Dade County Product Control Notice of Acceptance - Cover Sheet a) Specific System Description b) Specific System Limitation c ) General Limitations d) Applicable Detail Drawings Municipal Permit Apoiic3tien Other Component Approvals METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Tamko Rooting Products, Inc. 220 Wcst Fourth St. P.O. I3ox 1404 Joplin, MO 64801 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95- 0720.01.. Revises No.: 95- 0222.02 Approved: January 25, 1996 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Tamko Roofing Products, Inc. Convcntioi al Built -Up Roof Systems under Chapter 8 of the Metropolitan Dade !County Codc governing the use of Alternate Materials Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Engineering, Inc. has been recommended for acceptance by the Building Codc Compliance Office to be used in Dade County, Florida under the specific conditions sct forth on pages 2 -100 and the standard conditions on page 101. Research Corporation, Underwriters Laboratories, Inc. and Dyuatech This approval shall not be valid after thc expiration date stated below. The Building Code Compliance Office reserves thc right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Codc Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Codc Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Codc Compliance Office that this product or material fails to meet the requirements of the South Florida Building Codc. and Expires: August 15. 1997 ''Raul Rodriguez Product Control Division Supervisor THIS IS TIIE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS "WILDING CODE COMMITTE1 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Office and approved by the Building Code Committee to be used in {� c County, Florida under the conditions set forth above. d4-tJ Barges anger, P.E. Director Building Codc Compliance Dept. Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCI; ROOFING SYSTEM APPROVAL Applicant: Tamko Roofing Products, Inc. 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Product Control No.: 95- 0720.01 Product Control No.: 95- 0720.01 Approval Date: January 25. 1996 Expiration Date: August 15. 1997 Category; Membrane Roofing System Sub - Category; Built - Up Roofing Type; Conventional Sub-Type: Fiberglass /Organic System Description Tamko Roofing Products, a manufacturer of commercial Built -Up roof systems since 1944, produces a wide range of roof products for Built -Up and modified bitumen roofing systems. In addition, Tamko offers two -ply modified systems to meet the demands for multi -ply SBS modified specifications. Tamko systems utilize organic and fiberglass membranes for approved systems. Built -Up roof specifications can be found in the 600 (Type IV) and 500 (Type VI) specification scrics. Specifications can be found in "Commercial Roofing Specifications and Details" published by Tamko annually. Tamko provides warranted systems over various insulated and non - insulated substrates. Tamko conventional Built -Up roof systems may be used in conjunction with Tamko Awaplan modified bitumen roof systems, the specifications for which may be found in the Tamko Awaplan Product Control Approval. Details shall be installed in compliance with Tamko published or job - approved details. Tamko roof system asscmblics have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for asscmblics are listed in the current U.L. Roofing Materials Directory and the current Factory Mutual Approval Guide. Tamko roof systems and asscmblics arc distributed through a wide network of roofing wholesale distributors throughout the South Florida arca. Technical questions should be addressed to the District Commercial Roofing Manager at 1- 800 - 228 -2656. Contact: Dodic Webster 220 Wcst Fourth Street P.O. Box 1404 Joplin, MO 64801 TcI: (4 17) 624 6644 Ext. 257 Fax: (417) 624 8935 Frank Zuloaga. Plans Examiner, PrOZ cu f Control Division. 2 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0720.01 'Pest l'roduct Product Dimensions Specification Description Awaplan PrcmiumTM 33' 11" x 39 - "; ASTM D 5147 A 250 g/m polycstcr reinforced SBS roll weight: 100 modified bitumen mcmbranc surfaced lbs. with granules. Applied in hot asphalt or cold adhesive. Awaplan Heat Roll weight: 96 ASTM D 5147 A 250 g/m polyester reinforced SBS WeldingT "' lbs.; 25' 5" x 39 modified bitumen mcmbranc surfaced ' /6 " with granules. Applied by torch and also used as a walkway material. Awaplan Roll weight: 100 ASTM D 5147 A 180 g/m polycstcr reinforced SBS V lbs./ 33' 11" x modified bitumen mcmbranc. Applied 39 in hot asphalt, by torch, cold adhesive, or mechanically fastened, as a base ply in 2 ply modified systems. Awaplan Premium FRTM Roll weight: 101 ASTM D 5147 A 250 g/m polycstcr reinforced lbs.; 33' 11" x 39 modified bitumen mcmbranc surfaced with granules. Applied by hot asphalt and also uscd as a walkway material. • Awaplan 170 FR Roll weight: 98 ASTM D 5147 A 180 g/m polycstcr reinforced SBS lbs.; 33' 11" x 39 modified bitumen membrane surfaced ' / 6 " with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170T"' Roll weight: 98 ASTM D 5147 A 180 g/m polycstcr reinforced SBS lbs.; 33' 11" x 39 modified bitumen mcmbranc surfaced with granules. Applied in hot asphalt or cold adhesive. Base -N -Ply® 108' x 36 "; roll ASTM D 4601 A fiberglass reinforced SBS modified weight: 72 lbs. bitumen base sheet. For usc in conventional and modified bitumen Built -Up roofing. Glass- BaseTM 108' x 36 "; roll ASTM D 4601 An asphalt impregnated and coated weight: 72 lbs. glass fiber base sheet for usc in conventional and modified bitumen Built -Up roofing. Tam Glass PrcmiumTM 180' x 36 "; roll ASTM D 2178 Typc VI asphalt impregnated and coatcd weight: 53 lbs. Type VI glass fiber ply sheet for use in conventional and modified bitumen Built -Up roofing. Frank Zuloaga. Plans Examiner, duc ontro P tvi 3 Product Tani -CapTM Tam -Ply I VT "' Type 43 Base Sheet Vapor- ChanTM Vector Fibcred 1,5, or 55 gallon Aluminum Roof Coating containers Versa Flash 160 Versa -Base FR Versa -Base Dimensions 36'x36 ";roll weight: 83 lbs. 180' x 36"; roll weight: 44 lbs. 72' x 36 "; roll weight: 85 lbs. 36'x36 ";roll weight: 86 lbs. 54' x 36 "; roll weight:: 60 lbs. 54'x36 ";roll weight: 94 lbs. Test Spec iFicatiQn ASTM D 228 ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 ASTM D 2824 ASTM D 5147 ASTM D 5147 ASTM D 5147 Frank Zuloaga. Product Control No.: 95- 0720.01 Product Description Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional Built -Up roof membranes. Type IV asphalt impregnated glass 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. An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen Built -Up roofing. A brush or spray grade asphalt surfacing containing aluminum pigment to provide weathering protection over Built -Up, or Modified roof systems. Flashing material reinforced with 180 g /m polyester mat saturated with asphalt and coated on both sides with Kraton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. A fiberglass reinforced modified bitumen bast /ply sheet. A fiberglass reinforced modified bitumen base /ply sheet. Plans Examiner, roduct ontrol Divisi 4 Product Millox Pyrox ACFoam 11 Celcore Hy -Therm White various Line Dckfast Fasteners #15 Product Control No.: 95 0720.01 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description Manufacturer various PA 110 various PA 110 various PA 110 PA 110 PA 110 Fly -Thenn AP various PA 110 1- Iy -Tec Blackorc various PA 110 Anchorbond various PA 114 Dckfast Fasteners PA 114 /1 14 Dckfast Hex Plate 2 7/8" x PA 114 3 1/4" Dckfast Lock Platc 3" x 3 1/4" PA 114 PA 114 Polyisocyanuratc foam Apache Products Co. insulation (with current PCA) Polyisocyanurate foam Apache Products Co. insulation (with current PCA) Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Cellular insulating concrete Celcore, Inc. system (with current PCA) Polyisocyanuratc foam Celotcx Corp. insulation (with current PCA) Polyisocyanuratc foam Cclotex Corp. insulation (with current PCA) Polyisocyanuratc foam Celotex Corp. insulation (with currcnt PCA) Insulation fastening Construction assembly Fasteners, Inc. (with currcnt PCA) Insulation fastener for steel Construction and concrete decks Fasteners Inc. (with current PCA) Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) Frank Zuloaga. Plans Examine •-• .du ontro 5 011. Product Control No.: 95- 0720.01 Product Elastizcll FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'R' Asphalt Asphalt Primer EPS 1-ligh Density Wood various PA 110 Fiberboard Perlite Insulation various PA 110 Polyethylene 4 mil min. Tcst Product Dimensions Specification Dc5S�Ltption Manufacturer Dekfast Fastcncrs PA 114 Insulation fastcncr for steel Construction 112 and wood decks. Fasteners Inc. (with current PCA) Dens -Deck 4' x 8' PA 110 Gypsum board Georgia - Pacific (with current PCA) TPR PA 114 Aluminum fastcncr for Creative lightweight, gypsum and Construction tectum decks Components (with current PCA) Iso Shield various PA 110 Polyisocyanurate foam Dyplast Inc. insulation (with current PCA) PA 110 Cellular insulating concrete Clastizcll Corp. system (with current PCA) PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete (with current PCA) decks PA 114 Galvanized steel base ply ES Products, Inc. fastcncr for lightweight (with current PCA) concrete decks ASTM D 312 Type I11 or IV Hot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer generic various PA 110 Extruded polystyrene generic insulation (with current PCA) Wood fiber insulation generic board (with current PCA) Pelite /Urcthane various PA 110 Pcrlitc / urethane composite generic Composite board insulation (with current PCA) Pcrlitc insulation board gcncric (with current PCA) generic Vapor barrier / Air barrier Frank Zuloaga. Plans Examine ,. mod Control Division. 6 Product Control No.: 95- 0720.01 Test Product Product Dimensions Specification llcscri ttion Manufacturer Fcsco Foam Various PA 110 Composite Schuller polyisocyanurate foam and International expanded penile (with current PCA) ISO 95+ various PA 110 Polyisocyanurate foam International insulation. Permalitc (with current PCA) lso -Lite R various PA 110 Polyisocyanurate foam International insulation Permalite (with current PCA) Lexsuco Clips with PA 114 Insulation fastening lntcrnational Discs assembly Permalitc (with current PCA) Pcrma- Fastener PA 114 Insulation fastening International assembly Pennalite (with current PCA) Karnak 97 AF PA 121 Roof coating Karnak (with current PCA) Karnak 81 PA 121 Roof coating Karnak (with current PCA) Flame Sheild 2000 various PA 121 Aluminum Roof Rooftop Partcncrs (with current PCA) Asbestos Fibered PA 121 Asphalt based emulsified Monscy Asphalt Asphalt Emulsion roof coating. Products (with current PCA) Asphalt Emulsion PA 121 Asphalt based emulsified Monsey Asphalt (fibcred) roof coating. Products (with current PCA) Emulsion Roof PA 121 Asphalt based emulsified Monsey Asphalt Coating (fibcred) roof coating. Products (with current I'CA) Endure Emulsion PA 121 Roof coating Monsey Asphalt Mastic Products (with current PCA) Endure Premium PA 121 Aluminum roof Monscy Asphalt Aluminum ProduTls (with current PCA) Premium Long Life PA 121 Roof coating Monscy Asphalt Products (with current PCA) Frank Zuloaga. Plans Examiner,litroduL 8 ontrol Division. Product Pro -Grade Aluminum Weather -Chek Aluminum E'NRG'Y -2 ISORoc Con -Tice PA 114 Olympic Standard 3" round PA 114 Olympic Fastener PA 114 #14 Olympic 3.25" round PA 114 Polypropylene Olympic Fastener PA 114 #12 GlasFast Fastener Olympic CR Base PA 114 Felt Fastener and Base Sheet Disc Test Product Dimensions Specification Description PA 121 PA 121 various PA 110 various PA 110 PA 114 Aluminum roof coating. Aluminum roof coating Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Frank Zuloaga. Plans Examine 9 Product Control No.: 95- 0720.01 Manufacturer Monsey Asphalt Products (with current PCA) Monsey Asphalt Products (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Product GlasFasUStriker Paroc Base Board various Paroc Cap Board various Foamglas Board Multi -Max UltraGard Gold various PA 110 UltraGard Gold 11 various PA 110 HD Insul -Fixx Fastener lnsul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Test Dimensions Specification various PA 110 various PA 110 3" square 3" round Rawl 2" Plate 2" round PA 110 PA 110 PA 114 Product Description Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Frank Zuloaga. Plans Examiner, 10 Product Control No.: 95- 0720.01 PA 114 Insulation fastener Owens- Corning assembly and metal plate Fiberglas Corp. for use over concrete decks (with current PCA) Manufacturer Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Pittsburgh Corning Corp. (with current PCA) Rmax, Inc. (with currcnt PCA) Schuller International Inc. (with currcnt PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" square galvalume AZ55 SFS /Stadler stress plate (with current PCA) PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company, Inc. concrete deck (with Current PCA) PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Company, Inc. (with current PCA) ntro Product Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Zamac® Nailin Tru -Fast DL Tru -Fast Plastic Plate Dimensions 3" round 3" round Test Specification PA 114 PA 114 PA 114 PA 114 3.04" round PA 114 Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD PA 114 Tru -Fast Ultra PA 114 Tru -Fast TL Product Description PA 114 3" round galvalume AZ55 The Rawlplug Company, Inc. (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company, Inc. concrete deck (with current PCA) steel plate Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Perimeter terminator The Rawlplug Company, Inc. (with current PCA) Insulation fastener for steel, Tru - Fast or wood (with current PCA) 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Product Control No.: 95- 0720.01 Manufacturer The Rawlplug Company, Inc. (with current PCA) The Rawlplug Company, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Insulation fastener for use Tru -Fast in wood, steel or concrete (with current PCA) decks Stainless Steel fastener for Tru - Fast use in steel, wood and (with current PCA) concrete decks PA 114 Glass reinforced nylon Tru -Fast fastener for use in tectum or (with current PCA) gypsum decks I�� Frank Zuloaga. 0110.10111F _ Plans Examiner"' • lc Control Division. 11 Product Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners Insulcel Test Dimensions Specification PA 114 PA 1 14 PA 114 PA 110 Product Description Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks Insulation fastener for concrete decks Cellular insulating concrete system Product Control No.: 95 0720.01 Manufacturer Tru -Fast (with current PCA) Tru - Fast (with current PCA) Tru -Fast (with current PCA) W.R. Grace (with current PCA) Frank Zuloaga. Plans Examiner, 'rodu 'ontrol Division. 12 Test Agency /Identifier Construction Research Laboratory, Inc. Dynathec Engineering Corp Factory Mutual Research Corporation Underwriters Laboratories, Inc. Name Uplift Approval Tcst Reports Frank Zuloaga. Plans Examiner, 13 Product Control No.: 95- 0720.01 Report #4766 PA 114 4444.05.95 -1 PA 114 4440.05.95 -2 Class 1 Fire; 1 -90 Windstorm J.I. # 0Q8A7.AM Classification Class 1 Fire; 1 -90 Windstorm J.I. # 1XIA5.AM Classification Class 1 Fire; 1 -90 Windstorm J.I. # 2T0A2.AM Classification Class 1 Fire; 1 -90 Windstorm J.I. !f OR9A6.AM Classification Fire Classification -- see R3225 current directory Wind Uplift Resistance R3225 -1 through 13 ontro P ivi Date 04.22.87 05/95 05/95 10.04.90 07.19.93 01.21.91 01.02.90 12.13.93 02.17.94 Insulation Types: Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Composite Board Maximum Design Pressure Material Design Pressure Wood -55 psf Steel -52 psf Concrete -232 psf (See System Limitation for details) Lightweight Concrete -52 psf (See System Limitations for details) Cementitious Wood Fiber -45 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Class 'A' Frank Zuloaga. Plans Examiner, 14 Product Control No.: 95- 0720.01 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. A L41M110 __.............--- t Control Division. Table 1: Maximum Design Pressures (psf) Roof Height (h) R (Field) pmu2 (Perimeter) N (Comers) 0' <h <15' -40 -48 . -82 15' <h <20' -43 -52 -70 20' <h <23' -45 -54 -62 gyp �'N „c� l 5.1.6 the building is a Category I building located at the hurricane oceanline having to an importance factor (7) of 1.05. Note: Section 2309.1(b) of the South Florida Building Code requires that buildings and structures within Dade County shall be considered to be at the hurricane oceanline for purposes of application of the Importance Factor, I (Windload) contained in Table 5 of ASCE 7-8. 5.2 The field, perimeter and corner area maximum design pressures determined under these conditions are noted in Table 1, below. 5.3 The field, perimeter and corner areas (ft to which the above noted maximum design pressures apply shall be determined in compliance with ASCE 7 -88. 6. Applicability of Roof System Assembly Installation 6.1 The applicant may use the maximum design pressures noted in Section 5, with the information contained in the Roof System Assembly manufacturer's Product Control Approval, to determine whether or not a particular system may be installed on a particular building in the South Florida Building Code jurisdiction (excluding exposure 'D' buildings and those roof areas having a height greater than 23 feet, a pitch in excess of /s ":12" or an area in excess of 350 squares). 6.2 Using Table 1, determine the maximum design pressure for each respective roof area which corresponds to the applicable roof height range. 6.3 Referencing the Roof System Assembly Product Control Approval, check that the listed Maximum Design Pressure for the particular Approved system meets or exceeds those determined in Section 6.2 for each respective roof area. 6.3.1 The Maximum Design Pressures for the system manufacturer's various Approved Roof System Assemblies are noted in two sections of their Product Control Approval: • Maximum Design Pressures are noted vs. deck type in a section which is located between the "Test Reports" and "Systems" sections (see Page - 4 JAN PA 128 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E -1: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: PIy Sheet: Cap Sheet: Base -N -Ply ®, Vapor Chan or Glass- BaseTM base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center Tine of the sheet in the field. Two or three 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 lbs. /sq.. (Optional) One ply of Tam -Cap® 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). Surfacing: (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: -55 psf. 1. 1-11/2 gallons fibered aluminum coating per square, 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. 'A'. See General Limitation # 2. 3 ":12 "; See General Limitation # 3. Specification No.: 512, 514, 516, 612, 614, 616 Frank Zuloaga. Plans Examiner, 27 Product Control No.: 95- 0720.01 A go!, f . rtro Frank Zuloaga. Plans Examiner, 29 Product Control No.: 95- 0720.01 Wood Deck System Limitations: 1. A red rosin sheet may be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option.. 2. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code . 3. Non - combustible systems approved by Underwriters Laboratories may be installed on combustible decks while maintaining the same fire rating over a minimum ' /z" Type X Gypsum board mechanically fastened to the deck. Control Division. General Limitations: Product Control No.: 9S- 0720.01 Note: All General Limitations shall apply to the systems approved in this document. I. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and Tamko specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4. An overlay /recovery hoard insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three raves, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he at a minimum rate of 12 lbs. /sq.. Notes: Type 43 coated base sheet shall not be spot mopped. The maximum design pressure restrictions on spot attached systems, shall be - 45psf. 5. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. In re- roofing applications, moisture content in an existing Built -Up roof must be in compliance with Section 3401.10(m)(n) of the South Florida Building Code. 7. Prior to application, all existing roof surfaces used as a bonding substrate ;call be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 8. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117. 10. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building C ��e�' - Frank Zuloaga. Plans Examin 99 ontro D bisi�11•. Product Control No.: 95- 0720.01 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 12. Tamko roll good materials shall be stored on end and on a clean, flat and dry surface. 13. Consult Current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 14. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 15. Insulation may be installed in multiple layers. First layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in hot asphalt or adhesive. 16. The submission of system specifications and details shall accompany the Section 11 Building Permit Application. This information is available in the publications listed in the "System Description" on page 2 of the Product Control Approval. The submission of these documents, as well as the proper application, installation of all materials shall be the sole responsibility of the contractor. 17. All standard panel sizes are acceptable for mechanical attachment. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in hot asphalt. 18. Fastener spacing for mechanical attachment of insulation is based on a minimum withdrawal resistance value of 300 lbf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulation attachment shall not be acceptable. Frank Zuloaga. Plans Examiner, /00 _� �.t`'� ue[ Control Division. Tamko Roofing Products 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Product Control No.: 95- 0720.01 ACCEPTANCE NO.: 95- 0720.01 APPROVED : January 25. 1996 EXPIRES August 15. 1997 NOTICE 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acccptancc. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation 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 complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. 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. 7. 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 job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, through 101. END OF THIS ACCEPTANCE Frank Zuloaga. Plans Exantiner,` Control Division. 10l NAMABLE DECKS (WOOD) 616 Tam -Glass Premium 616 Tam -Ply IV (REGIONS I, 2, & 3) TAMKO FIBERGLASS PLY SHEET ASPIIALT INTERPLY MOPPINGS tSURFACECOAT Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet TAMKO FIBERGLASS PLY SHEETS (Options Below) 516 TAM -GLASS PREMIUM 616 TAM -PLY IV Interply Asphalt (Per 100 sq. ft.) Surface Coat: (Per 100 sq. ft.) (1) Fibered Aluminum Coating (2) Emulsion Coating (3) Asphalt Surface DECK TAMKO BASE SHEET— NAILED 1 Ply 3 Plies Approx. 69 lbs. 1 -1/2 to 2 gals. 3 gals. 20 to 25 lbs. Clinch -type nails (Per 100 sq. ft.) Approx. 100 Nails Slope: Positive drainage up to 3 in. per linear ft. For slopes above I in. per linear ft., fas- tening of the roofing felts is required (see Section 9.0). Deck: The deck should conlorm to TAMKO general requirements (see Section 4.0). Asphalt: The asphalt should he certified by the manufacturer to meet ASTM D -312, Type 11 for slopes up to 1/2 in. (except in FL, TX, NM, AZ, CA) and Type 111 for slopes up to 1 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Starting at the low point of the roof, install 1 ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, 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 TAM -GLASS PRE- MIUM or TAM -PLY IV Fiberglass Ply Sheet in specification asphalt. Starting from the low point of the roof, apply a 12 in. width, then a 24 in. width, and follow with full 36 in. widths, shingle lashion, 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. (±15 %) of specification asphalt per 100 sq. ft. should be used to embed each ply (see Section 8.0). Surface Coat: Coat the entire roof surface with Fibered Aluminum Roof Coating at a rate of 1 -1/2 to 2 gals. per 100 sq. ft., or Emulsion Roof Coating at a rate of not less than 3 gals. per 100 sq. ft., or a surface grade hot asphalt using a minimum of 20 lbs. and a maximum of 25 lbs. per 100 sq. ft. Maintenance of the surface coating is required. (See Sections 12.0, 13.0 and 31.0.) Flashing: The flashing material must be a TAMKO polyester reinforced modified asphalt flashing material (see Section 30.0). U.L. Requirements: Contact TAMKO for information on U.L. systems requirements. Systems Guarantee Durations 35 .' :. 4.0 -24.0 GENERAL' DESIGN ! RECOMMENDATIONS ROOFI NG PRODUCTS 4.0 ROOF DECK REQUIREMENTS 4.1 GENERAL Roof Drainage — ('roper and adequate drainage of roof surfaces is critical, and a minimum slope of 1/4 in. per ft. is recommended by the Built -Up Roofing Committee of the Asphalt Roofing Manufacturers Association. Positive drainage is required and is the responsibility of those involved in the design and construction of the roof deck and supposing structure. TAMKO's definition of "inadequate drainage" refers to an area on a roof in which water does not move to the drains or off the edge of the roof. If standing water remains on the roof for more than 48 hours after a rain, the roof is consid- ered to have areas of inadequate drainage.' Questions concerning drainage on specific roofs should be directed to a TAMKO Regional Built -Up Rooting Manager Or the Technical Services Division in Joplin, Missouri. GUARANTEES WILL NOT REMAIN IN EFFECT FOR ANY AREAS OF A ROOF WHICH HAVE INADEQUATE DRAINAGE. Roof Decks — Responsibility for the roof deck design and the proper interrela- tionship of all building components rests with the architect, design engineer, and building owner. The density, internal moisture, integrity, and other inherent elements of the deck must be suitable. TAMKO is in no way responsible for any of these factors, and under no circumstances will TAMKO assume such responsibility. All roof decks (regardless of type) must be smooth, moisture free, dirt free, properly attached, properly constructed, and properly designed for anticipated loads with minimum deflection. No electrical conduits, bolts, or other similar equipment shall be placed on the surface of the roof deck. Such surface irregularities cannot be properly insulated and roofed. 4.2 WOOD DECKS All boards should have a hearing on rafters at each end and should be securely nailed. A deck is not satisfactory l boards deflect perceptibly under an average man's weight. Cracks wider than 1/4 in. and knotholes larger than 3/8 in. in diam- eter must he covered with metal that is securely nailed. Plywood decks must be a minimum of Grade CD, Exposure 1, as defined by the American Plywood Association (APA). The plywood should have a minimum thickness of 1/2 in. and be installed on rafters spaced not to exceed 24 in. on center. Plywood application should be in accordance with the general recommendations of the APA. Wood and plywood decks must cure and come to an equilibrium moisture content before installation of the roofing membrane. Unusually high or low moisture content at the time of membrane application may result in buckling or other dimensional changes in the hoards. Fastening of the TAMKO TYPE 43 Coated (lase Sheet, GLASS -BASE, or BASE -N -PLY base sheet to the wood deck should be done through flat metal caps or with acceptable nails having attached caps of a minimum of 1 in. in diameter. TAMKO fastening recommendations are covered in Section 10.0. Nonveneer wood panels are not acceptable decks for'IAMKO Commercial Roofing Systems. Nonveneer products include wa(erboard, chipboard, oriented strandboard, and pan iclehoard. 4.3 POURED GYPSUM DECKS A poured gypsum roof deck that is either surface -wet or frozen is not suitable to receive a TAMKO roof. The deck must be smooth and well troweled. Provisions must be made for venting of these decks from the underside and topside. Adding additional board insulation directly over newly poured gypsum decks is not accept- able. Adding additional insulation over aged, dry gypsum decks is acceptable only with prior written approval by the TAMKO District Commercial Manager for your area. The gypsum must be a minimum of 2 in. thick and surface -dry before roofing is applied. TAMKO will not be responsible for leaks resulting from splits in the built -up roofing which are caused by cracking of the gypsum deck after the roofing has been applied, regardless of the cause for cracking. VAPOR -CI1AN should be secured to the deck using ES Nailtite Nail or other approved fastener with initial withdrawal resistance of not less than 40 lbs. per fastener as recommended by the Gypsum Roof Deck Association. TAMKO fastening recommendations are covered in Section 10.0. For reroofing exceptions, contact the Director of Technical Services or your District Commercial Manager. 4.4 LIGHTWEIGHT (INSULATING) CONCRETE DECKS The high moisture content of lightweight (insulating) concrete decks may result in blistering and damage to the roofing membrane. These decks are accept - able for specific roofing systems when care is taken in the construction of the deck and in the application of the roofing system. The deck must have a 2 in. minimum thickness. The slope of the deck may not exceed 1 in. per ft. The cured deck should be smooth to the touch and free of depressions, ridging, and any 10 exposed reinforcing mesh The deck should be installed by a contractor who is approved by the deck nt,umlacnucr. The deck must be installed in accordance with the deck manufacturer recommendations and specifications and the deck installer shall provide ccnific.uton to the rooting contractor that the deck is suitable to receive the roofing system Ltghrteight structural concrete whose density is 100 to 200 lbs. per cu. ft. should not Ix• "noosed with lightweight insulating concrete whose density is 20 to 40 lit. Iv' , u 11 Provisions must be made for %error.: ,a ti.,'. de, , iron' the underside and topside. Underside venting will be tied ,.tkanr -el structural steel decking which allows ventilation The base ply should be fastened using 1.1.1, r:, : • . , manufacturer. VAPOR -CHAN is requited as tt.• 1 . with TAMKO's recommendations (see Section 1 ;.: . - insulation directly over these decks is not acccpt.tbie I , : i.•••.• contact the Director of Technical Services. TAMKO will not he responsible for roof leaks which result ::, .. _ splitting when applied over lightweight (insulating) concrete a .c:..: a -. .: moved or cracked after the membrane has been applied. Intontut:.•:. ,. :..cn.: e the use of lightweight (insulating) concrete decks is available through n Director of Technical Services. ' IAMKO will not approve nor accept TAMKO membranes over lightweight (insulating) concrete which is poured over structural concrete decking or any other nonventing substrate. For possible exceptions on nonventilating substrates (NVS) in some geographic locations, contact the TAMKO District Commercial Manager serving your area or the Director of Technical Services. 4.5 METAL DECKS Any of the TAMKO specifications for use over insulation may be applied over a metal deck, providing the metal deck is covered with rigid insulation. TAMKO supports the NRCA's Technical Bulletin 15 -91, Corrosion Protection for New Steel Roof Decks. Please contact Technical Services for further information regarding this technical bulletin. The metal deck must be firm, capable of withstanding rooftop traffic, and properly secured to the building's structural support system. The deck must be no lighter than 22 ga. (uncoated) and must comply with Factory Mutual Loss Prevention Data 1 -28. The insulation must comply with TAMKO's requirements for roof insulation (see Section 6.0). The insulation must be of a suitable thickness to span the rib opening as recommended by the insulation manufacturer. TAMKO requires that the first layer of insulation be mechanically fastened. Since 1 -1-84, Factory Mutual has required that the first layer of insulation must be mechanically fastened to the steel deck. 4.6 POURED CONCRETE DECKS Concrete must be poured over steel reinforcement and removable forms. A concrete deck will not be considered satisfactory if it is either wet or frozen. Any sharp ridges or depressions should be hammered smooth and leveled. Perimeter nailers must be provided. All wood cant strips used in conjunction with concrete roof decks must be mechanically attached to the wood nailers. All concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materi- als. For possible exceptions, contact the Director of Technical Services. 4.7 PRECAST CONCRETE DECKS These decks are satisfactory as a base to receive a TAMKO roof only if they form a smooth surface and are insulated. Top joints between slabs should be grouted. Precast concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materials. For specifications which do not require insulation, see Specifications 113FR, 113, and 113HW. 4.8 STRUCTURAL WOOD FIBER ROOF DECKS Structural wood fiber roof deck panels which incorporate composite elements (e.g., polyurethane or other insulations, particleboard or chipboard) are not approved for use in TAMKO approved roofing systems. TAMKO roofing system guarantees will not be issued on these deck systems. Questions regarding these decks and requirements should be directed to the Director of Technical Services. The approval of structural wood fiber roof deck systems is subject to the following conditions: New construction: 1. A TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY must be mechanically fastened, followed by a 3/4 in. minimum layer of rigid insulation board (applied at a right angle to the panel length) solidly mopped to the base sheet. Alternately, a 3/4 in. minimum layer of rigid insulation may be mechanically fastened to the structural wood fiber roof deck. 2. Only 4 -ply, gravel- surfaced fiberglass BUR, and modified systems are accept- able to receive a TAMKO roofing system guarantee. 1 ROOFING PRODUCTS All nce,,nuy and natal surfaes whale are In receive a uioopuigol asphalt .Is ould be pr first with concrete primer at a rate of approximately 3/4 gal. per 100 sq. It. All plies of roofing membrane should con at the low p •r Application will not be accepted if at any point the How of water is against the laps. The base ply in all specifications should not be allowed to remain open without surface protection. Phased application of TAMKO commercial roofmg materi- als is not acceptable. For possible exceptions with modified roofing systems, contact the Technical Services Division. All felts and coated rolls, including AWAPLAN VERSA- SMOOTH and VERSA- BASE'', should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Care should be exercised to avoid heavy brooming of fiberglass ply sheets. Sheets should not he "dropped" or nailed and turned back. End laps should not be less than 4 in. Excessive traffic on any roof is discouraged. 8.2 HOT ASPHALT APPLIED POLYESTER SBS MODIFIEDS This section applies to the lollowmgTAMKO products• AWAI'I.AN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA - SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. Interply moppings of asphalt should consist of approximately 23 lbs. (315 %) per square for AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. The asphalt must be a minimum of 400 °F at the point of application. ASTM Type III or IV asphalt should be used for application of AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA - SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170. Excessive interply moppings should be avoided as slippage may result. Side laps of the AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTI1, AWAPIAN 170 FR, or AWAPIAN 170 membrane should be 4 in. (consistent wtth the factory selvedge). The entire sheet, including the side lap, must be totally adhered in asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the inspection when determining proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in. width should be covered with granules. Altemately, mopping the field of the membrane and heat welding the laps is an acceptable method of installation. End laps of the AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA - SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170 membrane should overlap the underlying sheet by a minimum of 6 in. The protrusion of asphalt from the end lap is acceptable and provides a checkpoint for the proper applica- tion of the material. All end laps should be staggered or a modified cap sheet installed over each row of end laps. Factory Splices: On rolls of AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or AWAPLAN 170 where a splice exists, the splice is marked with a tag. This splice should be cut out before the roll is applied to the roof. Where the splice has been removed, the material should be lapped 6 in. in the same fashion as a normal end lap. An alter- nate methix1 is to cover the splice with a full -width piece of AWAPLAN which extends at least 6 in. on both sides of the splice. 8.3 TORCH APPLIED POLYESTER SBS MODIFIEDS This section applies to the following TAMKO products: AWAPLAN I [EAT WELDING or AWAPLAN VERSA - SMOOTH. Heat welding (also known as torching) requires that the applicator be experienced in this type of application. Certifications are available through various industry organizations. For further information contact TAMKO. Fire extinguishers should be on the roof at all times. The torch should be used to warm up the surface to which the AWAPLAN HEAT WELDING or AWAPLAN VERSA- SMOOTH is being applied, preheat portions of the roll which are about to be applied, and melt the modified asphalt on the back of the sheet which will be used to adhere the membrane. The area of the roll where the modified asphalt is being melted is the most cntical. It must be heated evenly across the entire width of the sheet which is being heat welded. During nonnal application, a small bead of asphalt should precede the roll as it is laid down. This bead of asphalt will be visible to the applicator and should Ilow out on both sides of the sheet. Safety is of major imponance when heat welding modified bitumens. It is the sole responsibility of the roofing applicator to enforce fire safety precautions and to ensure safety at all times. Torches should be extinguished when not in use and should not be left unattended. There should be a sufficient number of fire extin- guishers on the roof to handle any contingency which might develop. The roofing applicators should be trained in the proper use of fire extinguishers. If you need more information regarding the safe application of modified bitumens, contact the Asphalt Roofing Manufacturers Association (ARMA) for their booklet regarding heat welding of modified bitumens titled Torch Applied Roofing Do's and Donis or their video, A Guide to Sinew Torch -On Modified Bitumen. Factory Splices: On rolls of AWAPIAN HEAT WELDING or AWAPLAN VERSA- SMOOTH where a splice exists, the splice is marked with a tag. This splice should be cut out before the roll is applied to the roof. Where the splice 12 has been removed, the material should he lapped 0 in. in the same fashion as a normal end lap. An alternate method is to cover the splice with a full -width piece of AWAPLAN which extends at least 6 in. on both sides of the splice. Further information concerning the proper application of AWAPLAN HEAT WELDING or AWAPLAN VERSA - SMOOTH may be obtained by contacting the Director of Technical Services. AWAPLAN PREMIUM FR, VERSA -CAP FR, AWAPLAN 170 FR, and AWAPLAN 170 are currently not available in a heat - welding grade. 8.4 COLD PROCESS APPLIED POLYESTER SBS MODIFIEDS This section applies to the following TAMKO products: AWAPLAN PRE- MIUM and AWAPLAN 170. Contact the Director of Technical Services for additional cold process membrane options. Starting at the low point of the roof, install 1 ply of the granule surfaced membrane, side lapped 4 in. and end lapped 6 in. over the base sheet. The field of the membrane should be solidly adhered to the base sheet with an application of TAM- I'ROl" CI'A Premium SITS Adhesive at a rate 001 10 exceed 1.1/2 gallons per square. and the side laps and the end laps welded together with a hot air welder. CAUTION: Do not expose the cold adhesive to an open flame. 8.5 HOT ASPHALT APPLIED FIBERGLASS SBS MODIFIED This section applies to the following TAMKO product: VERSA -CAP FR): Interply moppings of asphalt will consist of approximately 23 lbs. (±15%i per square for VERSA -CAP FR. The asphalt must be a minimum of 400 °F at the point of application. Asphalt meeting ASTM D -312 Type IV should be used for appli- cation of VERSA -CAP FR. Side laps ul the VERSA -CAI' FR membrane should be 3 in. (consistent with the factory selvedge). The entire sheet, including the side lap, must be totally adhered in hot asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the inspection when determining proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in. width should be covered with granules. End laps of the VERSA -CAP FR membrane should overlap the underlying sheet by a minimum of 4 in. The protrusion of asphalt from the end lap is acceptable and provides a checkpoint for the proper application of the material. All end laps should be staggered or a modified cap sheet installed over each row of end laps. VERSA -CAP FR should not be applied with asphalt which is below 400 °F at the point of application. Do not mop the asphalt more than 4 ft. in front of the roll. Immediately press the roll into the hot asphalt by applying pressure to the factory core in the roll. To ensure satisfactory performance, the VERSA -CAP FR can be unrolled and allowed to relax prior to application. Alternately, VERSA -CAP FR can be unrolled, cut into lengths of 12 to 18 ft. and allowed to relax and flatten prior to application. 8.6 BUILT -UP ROOFING Interply moppings of asphalt should consist of approximately 23 lbs. (±15 %) per 100 sq. ft. of roof area. Excessive interply moppings should be avoided as slippage may result. Allow time for the asphalt to set up before walking on completed plies of glass felts. Displacement is inversely proportional to the set time. The flood coat should be uniformly applied at the rate of approximately 60 lbs. (±15 %) per 100 sq. ft. of roof area. Recommendations for weights as stated are based upon application under average conditions. Application at extremely low or high temperatures can result in variations from the prescribed limits. For roof deck surfaces or insulating'material which absorb asphalt, the asphalt must be applied in a quantity sufficient to assure adequate adhesion. Organic roofing felts should not be permitted to remain overnight without surface protection. The base ply in all specifications should not be allowed to remain open without surface protection. Phased application of TAMKO commercial roofing materials is not acceptable. Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean. All roof drain areas should be glazed immediately upon installation. All felts and coated rolls should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Care should be exercised to avoid heavy brooming of fiberglass ply sheets. Sheets should not be "dropped" or nailed and tumed back. End laps should not be less than 4 in. Excessive traffic on any roof is discouraged. 9.0 SLOPE NAILING REQUIREMENTS All nailing should be done through Ilat metal caps or with nails with attached caps of a minimum I in. in diameter. Gravel surfacing on slopes exceeding 1 -1/2 in. per 12 in. may experience movement of the pour coat and therefore the designer may wish to choose an altemate surfacing method. 4 • A t L t h; i .n I k de( k,, all plies 111 fooling nicniht.uu• usrd in thc.un tru. (II a,plt:dt Ludt -up rook on slopes exceeding 1 in. per I1. ,huuld hr hacknailcd approximately 4 ut. down from the upper edge at intervals not to exceed 24 in. On non - nailable decks or insulation, treated wood nailers should be provided on slopes exceeding 1 in. per ft. These naders should be installed horizontally. Roofing felts are installed parallel to the slope. Roofing felts and all end laps are fastened at 6 in. intervals across the width of the sheet to the nailer (see Section 10.0). Spacing of wood milers should not exceed the recommendations of the roof insulation manufacturer. AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN HEAT WELDING, AWAPLAN 170 FR, AWAPLAN 170 or VERSA -CAP FR: Fastening of the membrane is required at 6 in. intervals across the top of the sheet on slopes above 3/4 in. per f1. The membrane should Ile applied parallel (i e., strap) to the slope of the rood. Fastening requirements kir slopes over 3 in. per ft. should be obtained from the Director of Technical Services. Non - nailable Deck Wood Nailer Nailable Deck 10.0 BASE PLY FASTENING 10.1 NAILING PATTERN The standard nailing pattem for base sheets applied to nailable type decks is illustrated in the diagram to the right. Nail the sheets along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along two lines located 12 in. from each edge of the base sheet. Wind conditions in some geographical locations may require increased fastening at critical areas of root coverings, or the use of 3 in plates. Factory Mutual data sheets 1 -7, 1 -28, 1 -47, and 1 -49 contain specific information regarding fastener and insulation pattem requirements. The responsibility for determining adequate fastening is that of the architect and/or engineer. Staple fastening systems are acceptable on wood decks when they comply with code requirements. Contact the Director of Technical Services for more information on base ply fastening. 10.2 FASTENER RECOMMENDATIONS The following is a guide for fasteners to secure roofing sheets to nailable decks. TAMKO assumes no liability for the performance of the fastener or deck material. Type of Roof Deck Applicable Fasteners Wood tongue -and- groove sheathing Roofing nail, 1" cap min. Plywood Roofing nail, 1" cap min. Gypsum- poured (1 -7 Days) Gypsum- poured (Aged) Nail -Tite Type A Tube -Loc or Do -All Nail I lardcnetl, 1" cap min. Precast -metal edge plank Do -All Nail Hardened, 1" cap min. Lightweight insulating concrete Insuldeck Loc, Tube -Loc, or Es -Nail; 1" - 3" cap min. Structural wood fiber Insuldeck Loc, Es -Nail, or Tube -Loc Nail; 1" cap min. For more information about fasteners, refer to the Single Ply Roofing Institutes' (SI'R1) Fastener Selection Guide or Fasteners, available front the Roofing Industry Educational Institute (RIE1). %..11.0 ASPHALT t a`r All asphalt, including muddied mopping -grade asphalts, crust meet ASTM D -312. TAMKO endorses and recommends an identification system for mopping -grade asphalts and the use of such identification information. This information should be printed on the asphalt packages or bills of lading covering bulk asphalt and should include: 1. ASTM D -312 Type 1, II, 111, IV 2. Flash point 3. Equiviscous temperature TAMKO recommends that all asphalt be applied at the EVT temperature spe- cific to the application method as printed on the asphalt cartons or bills of lading. (See Section 8.0 for AWAI'IAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN 170 FR, AWAI'IAN 170 and VERSA -CAP FR temperature requirements) Where a TAMKO specification calls for Type II Asphalt, and Type 11 is not available in the local area, Type III may be substituted. Asphalt temperature should not be held above the finished blowing tempera- ture per more than 4 hours. Temperature measurement equipment should be checked at periodic intervals to ensure proper thermal treatment of the asphalt. Excessive heating can cause degradation of the asphalt. Refer to individual specifications for asphalt type requirements. ASTM D -312 Type Kind of Asphalt Re BUR Modified Type 1 Dead Level Asphalt Type 11 Flat Asphalt Type 111 Steep Asphalt Type IV Special Steep Asphalt '1:xccpt in 1'1., TX, NM, AZ, CA. N/A 1/2 "• 3 3" N/A N/A 1/4" 3" 18.0 ROOFING COPTS, COATINGS, AND PRIMER • TAMKO now offers TAM - PRO; " a complete line of asbestos -free professional grade cements and coatings to further meet your roofing requirements (see Section 3.2). The following information represents the minimum requirements which must be met for acceptable cements and coatings to be used in a system which is to have a TAMKO roofing system guarantee: Cold Process Adhesive ASTM: 3019 Type 111 Plastic Rooting Cement ASTM: D -4586 Heavy.Bodied Flashing Cement ASTM: D -4586 Wet or Dry Surface Cement ASTM: D -4586 I'ibercd Roof Coating ASTM: D -4479 Fibered Aluminum Roof Coating ASTM: D -2824 Asphalt Primer ASTM: D -41 U.L. Rated Lnndsiun ASTM: D -1227 Nunfihcrcd Roof Coating FED: SS -A -701 Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean. BECAUSE OF HEALTH CONCERNS OVER THE USE OF PRODUCTS CONTAINING ASBESTOS, TAMKO DOES NOT RECOMMEND, NOR ENDORSE, THE USE OF SUCH PRODUCTS IN ITS SPECIFICATIONS. HOWEVER, SUCH COATINGS ARE COMPATIBLE WITH OUR SYSTEMS. 13.0 APPLICATION OF SURFACING Aggregate: Approximately 400 Ihs. of gravel or 300 lbs. of slag should be applied in approximately 60 lbs. (315 %) of asphalt per 100 sq. ft. of roof area. No more asphalt should be spread or poured at one time than can be immediately Covered with gravel or slag. Gravel and slag or other acceptable surfacing material should be 1/4 to 3/4 in. in size, substantially opaque, dry, and free from dust, loam or other foreign materials (comply with ASTM D- 1863). Smooth: Application of the surface coating for smooth - surfaced roofs shall follow TAMKO's recommendation for the particular specification used. The recommended product application rates are: 1. Fibered aluminum coating 1-1/2 to 2 gals. /sq. 2. Emulsion coating 3 gals. /sq. 3. Asphalt surface 20 to 25 lbs. /sq. Granules or chopped fiberglass may be added to an emulsion coating at the option of the designer. Asphalt glaze coating prior to the application of an aluminum or emulsion coating is not recommended except in drain areas. Smooth - surfaced roofing systems do require routine maintenance and periodic resurfacing. Coating resurfacing is the responsibility of the building owner. Frequency may vary depending on climatic and environmental conditions. TAMKO is not responsible for maintaining the roof coating. 13 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Ian 170" is s suitable alternate for "Awsplan in any of the following roofing systems us. 9 "• ynimum tongue and groove board is a suitable alternate for 1/2 in. plywood decks with all naked. 'ass FR is a suitable ahornets for the first base sheet in any of the following roofing sys• •ese is • suitable alternats base sheet for use in any Roofing System limited to use over fustible deck an VersoSmooth- is a suitable intimate for "Awaplan Smooth in any of the - Awaplan psted below. ;one or phenolic insulation can be used in any of de followiopinsulated noncombustible :ohms covered with a minimum thickness of 1/2 in. partite or virobd fiber board ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT y IV' ply sheet can replace -Tam•Glass in the following Class A. B or C roofing systems. a Chan" venting base shut -cin replace "Glass -Base" base sheet in the following Class A. B ng systems when limited to rioncombustibls decks. 0-Ply is a suitable alternate to Glass Base in any of the following systems. owing non-combustible systems may be installed over • minimum 1/2 Type X gypsum Fhanically fastened to s combustible deck for Ms rating to be maintained otherwise indicated. these constructions may utilize any thickness of partite, glass fiber. Ina, isocyenurate, combination isocyanurate /perlits or polyuript hone /perlits insulation hot •r nailed. Wood fiber insulation is s suitable substitute on nondbmbustibla decks only. Class A k NC Incline 3 a Sheet (Optional): 1 or mors layers of Vent •Ply. hot mopped in place. ;Sheets: 3 layers Type 15 perforated asphalt organic -felt lTri -Six ) or 4 layers convention. .ype 15 perforated asphalt organic -felt. hot mopped at 25 Ib /sylayer. )acing: Gravel. crushed stone or slag. -k: C -15/32 Incline: 1 le Sheet Type 15 asphalt organic felt base sheet hot mopped • ee (Shts: 3 layers Type 15 perforated asphalt organic -felt hot Q+d pad. s. facing: Gravel. crushed stone or slag. ;k: C -15/32 Incline: 3 a Sheet Type G2 "Glass Base. Tam Ply IV". 'Vapor Chan", "'!3 Ib Base Sheet` or - Tani: s Premium" hot mopped or nailed. ;Sheets: Min 2 layers Type G1 'Tam-Glass Premium ", hot mopp - facing: Gravel in a flood coat of hot roofing asphalt at 60 Ib /sp. sic: NC Incline: 3 • Sheet Type G1 'Tam -Glass Premium" ply sheet or Type G2 'Vent•Ply" base sheet hot .pad or nailed. Sheets: Minimum 2 layers Type G 1 "Tam -Glass Pren"• - ". hot mopped. 'acing: Gravel in a flood coat of hot roofing aspha k: C -15/32 Incline: 3 dation: 1 in. minimum glass fiber or partite, nailed Or sprinkle mopped. e Sheet (Optional)- Type G2 base sheet. "43 Ib. Base Sheet', "Glass Base Vent -Ply ype G1 ply sheet. 'Tam -Glass Premium", hot mopped or naded. Sheets: 3 layers Type G1 'Tam-Glass Premium" or Tam Ply IV. hot mopped. iscong: Gravel in a flood coat of hot roofing asph -: ,t 60 10 /sq. it: NC - .no: 1-1/2 y Sheet Type G2 "Glass Base 'Tam-Glass Prem,,:n or 'Tam Ply IV". hot mopped. Sheets: 2 or more layers Type GI 'Tam -Glass Premium' or 'Tam Ply IV". hot mopped. acing: Type G3 'Tam-Cap". hot mopped. c NC • Incline•. 2 lotion (Optionalk 1 - 5/16 - 3 -1/4 in. max. in. glass fiber portico or woodfiber, isocyanurate olds mopped. r Sheet (Optionalk 1 or more Type G2 "Vent Ply'. 'Vapor Chan ", 'Tam -t. • Premium 'ly IV" or "Glass Base" hot mopped. : , »ts: 1 layer "Awaplan" smooth surface (modified bitumen), hot mopped. or "Awaplan' surface (modified bitumen). heat fused. acing: Type G3 'Tam.Cap". hot mopped. c C-15/32 Incline 1/4 . Sheet Type 15 "43 Ib Base Sheet ". Tam -Glass Premium". Tam Ply IV" or "Glee Base d sheets: 2 or more layers Type G1 - Tam-Glass Premium". hot mopped. acing: Type G3 'Tamlap ", hot mopped. c C -15/32 Incline: 1 Sheet One or more layers of Type G2 "Glass Base". - Verge Base" or 'Vapor Chan". hot pod or mechanically fastened in place. Pteet One or more layers of Type G2 'T.m.Ply lV or 'TamGlass Premium, hot mopped acs. Sheet Type G3'TamCap". hot mopped in place. .c 615/32 Incline 2 Sheet One or more layers of Type 15 "$43 Base Sheet . hot mopped or mechanically nod in place. ;beet Two or more pies of Type G2 'Tam -Ply M' or - Tam -Glass Premium ", hot mopped toe. Sheet Type G3 *Tam.Cap ", hot mopped in place. s : 615/32 Incline 2 • • Sheet One or more layers of Type G2 "Glass Bum ". 'Verge Base" or "Vapor Chan', hots- ;ad or mechanically fastened in place or gravel, 60 lbs/sq in. hot roofing asphalt A' ,brans: One layer of "Awaplan Smooth (modified bitumen). hot mopped in piece *r Sheet Type G3 Tamtap", hot mopped in place. NC Incline: 3 (w Sheet One or more plies of TomPty IV hot mopped or mechanically fastened • .r. ROOF COVERING MATERIALS (TENT) 485 ROOFING SYSTEMS (TGFU)— Continued Ply Shasta: One or more plies of - Tern-Ply N. hot mopped or mechanically fastened. Surfacing: Gravel. crushed stone or cnnhad slag. In a flood coat of hot roofing asphalt Claw B 1. Deck: C -15/32 Incline: 1 Base Sheet One or more ply of Type G2 "Glass Base ". Type 15 "at43 Base". or Type G2 'Vapor Chan hot mopped or mechanically fastened in place. Cap Sheet Type G3 TarnCap - , hot mopped in place. 2. Deck: C.15/32 Incline 3 • S ass Sheet One or more plies of Type G2 . Glaze Bas.. Type 15 "S Base 'Versa Base or Type G2 'Vapor own hot mopped or mechanically fastened in place. Pty Sheet One or more plies„ Type G2 'Tam-Ply M, 'Tam -rlau Premium' . p% 'Verse B ass Ain mopped in plats. ` - Cap Sheet Type G3 Tarn-Cap. hot mopped in place. 3. Deck: C -15/32 Incline 1/2 B ass Sheet One or more plies of Type G2 "Glass Base", Type 15 - 43 Base 'Versa Bas. or Type G2 'Vapor Chan - . hot mopped or mechanically fastened in place. Cep Sheet Type G3 Tamtep", hot mopped in place. Claw C Deck: C -15/32 Incline: 1/2 Insulation: 1 - 1 -15/16 in. glass fiber. perlits or wood fiber, nailed or sprinkle mopped. Ply Sheet 3 layers Type 61 Tatn•Gtau Premium or 'Tem Ply IV". hot mopped. Surfacing: Glaze cost hat roofing, asphalt 2. Deck: C -15/32 • Incline 1/2 Mss Sheet Type G2 "Glass Sour. - Tam-Glass Premium - . 'Tam Pty M or - 43 Ib. Base nailed or spot mopped Ply Sheet 3 layers Type 61 'Tam -Glass Premium or 'Tam -Ply IV", hot mopped.' ' Surfacing: Glaze coat hot roofing asphalt 3. Deck C -15/32 Incline: Unlimited Bass Sheet One or more pliatpf Type G2 "Glues Base ". "*43 Base ", 'Vans Bass or - Vs- ' per Chan ", hot mopped of ac m 4hicelly fastened - Ply Sheet One or more plies Of Type G2 'Tani -Ply IV or ° Awaplan Smooth" (modified bite- _ men). hot mopped in place: - Cap Sheet Type G3'Tem- Cap','KOfmoppad in place. COMBINATION HOT AND COLD SYSTEMS Unless otherwise indicated, these_ agnstructions may - .Mize any thickness of partite, • :s fiber, polyurethane isocysnurate, combination isocyanurate /p lite or polyurethane /partite ins... hot mopped or nailed. Wood fiber insulation-is • suitable substitute on noncombustible decks only. Class A 1. Denoted 2. Deck NC Incline 1.1/2 Ply Sheets: 3 or more layers Type G1 - Tam -Glass Premium" or Tam Ply 1V, hot mopped. Surfacing: Cold coating. Grundy's "Fibsred Asphalt Emulsion Roof Coating. 039" at 3 gaVsp. 3. Deck C -15/32 1 • Insulation: 1 in. minimum glass fiber partite, wood fiber, Incl rinr. '•rethane, ,sncyanurate or comb• neuon isocyenurate /perlite naded or sprinkle mopped. Base Sheet (Optionalk Type G2 "Glass -Base' or Type G1 ply sheet 'Tam -Glass" nailed or hot mopped. Ply Sheets: 3 layers Type GI 'Tam -Glass Premium ", hot mopped. Surfacing: Cold coating Pure Asphalts "Fibarod Asphalt Emulsion Roof Coating' at 3 gaVsp. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optionalk Glass fiber, psrlite. 2 in. max- Base Shoot Type G2 "Glass Base', "43 tb. Base" or 'Vapor Chan ", nailed, sprinkle or mopped. Ply Sheets: 3 It ars Typo 61 Tam -Glass Premium" or - Tam-Ply IV', hot mopped. Surfacing: Cold coating Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating at 3 gaVsq. 5. Deck: C -15/32 Inane 3 1. • tion: Glass fiber, wood fiber or prrtite 2 in. max. base Shoot Type 15 "43 Ib Base Sheet - or "Glass Base" nailed or hot mopped. Ply Shoot 3 layers Typo G1 'Tam-Glass Premium'; hot mopped. Surfacing: Cold coating, Pura Asphalt's "Fibered Asphalt Emulsion Roof Coating at 3 gaVsq. Class B 1. Due - C.15/32 Incline•. 3 Mss Shoot One or more plies of Type 15 "S43 Base Sheet ". hot mopped or mechanically fastened in place. Ply Sheet Two or more plies of Type G2 'Tam•Ply N x'TamGlass Premium ", hot mopped in place. Surfacing: Grundy's "Fibered Aluminum Roof Coating - , died at 1 -1/2 .31/sq. 2. Deck: C-15/32 Ira.na: 1/4 Bass Sheet One or mors plies of Type G2 - Glass Base 'Versa Base or - Vapor Chan ". hot mopped of mechanically fastened in place. Membrane One layer of "Awaplan Smooth - . "Awaplan 170 - , " Awsplan or "Awaplan FR (modified bitumen), hot mopped in place. Surfacing; Grundy's "Fibered Aluminum Roof Coating applied at 1.1/2 gaVsq. 3. Deck: C.15/32 Incline: 2 Cap Sheet Type G3 "Tam-Cap (inverted). mochanicatly fastened in place. Membrane: One layer of "Awaplan ", "Awaplan 170" or "Awaplan FR" (modified bitumen), hot mopped in place. - Surfacing: Grundy's "Fibsrsd Aluminum Roof Coating applied at 1 -1/2 gaVsq. Class C 1, Deck 615/32 Inane. 3 Insulation: 1 in minimum glass fiber, perlite, wood fiber, polyurethane, isotyanurate or combi- nation isocysnurate /perfas nailed or sprinkle mopped. Pty Shoots: 3 or more layers Type 01 'Tam -Glass Premium ". hot mopped. $ufad g: Cold coating. Pure Asphalts - Fibered Asphalt Emulsion Roof Coating at 3 g. l/eg. • A ai :6(d SA. Si. r.il 21, 1995 r. Richard Zegelbone 'ropical Asphalt Prod. Corp. 904 South 31ut Avenue I411and4lc. NL 33u09 ur Reference: Der Mr. Zegelboua: T 1 its in reepoada to your letter dated April 19, 1995 r questing an engineering utudy for the following roof uystutn. "120 Aluma - Arita" applied at 1 -1/2 gal per uq. Eased on existing teat data of systems which would contain similar componcntt'. the above system would qualify au 4 Claas A eye em. Va truly yours, Reviewed by; to ROC ANDERSON (X43283) s3) DOUG C. MILLER (X43202) Lug neering Anuociate Engineering Team Leader Eng necring Se:rvieu2, Dept 411 Engineering Services, Dept 411 Undenvriters Laboratories Inca Deck: C 25/32 Uaae Sheet; Ply Sheet; Coating' RA/ Si / k'WP5 /SU/R12124 .APR 1.223 z(kf e6t File R12124 CLASS A Incline: 1 One or more plies of Type 02, mechanically tautened. Three or more plies of Type G1, hot mopped in place. i l n 5T)1112i3S '9143 in 020,1T1.2,301 A nus-tovpront Ofpnvtslwl dale -A.4 m Whit a cty snd Wmnetted I qta rly Bunko hamlets &1Mt MYfiktrook, W*a i ICU 212- 111100 fAil Ma (7041 :r4 -111n Cal w. 264 -3147 Caws IJIAC N011nitl►1111 loos Mo. 6511/:43348 4 May 20, 1996 Attn Andy Bieler Roofing Supply FAX: 305- 633 -9974 RE: ACEBO ROOFING Dear Andy: This letter is to confirm that TAMKO will accept the use of Tropical Asphalt Products #120 Fibered Aluminum Roof Coating over a TAMKO roofing system if the coating meets ASTM: D -2824. Should you have any questions, please feel free to contact rne. Sincerely, Dodie Webster Technical Services Division 'comma PRODUCTS COHPOFIATE HEAOQUARTERS 220 w FOURTH STREET rtO, BOX 1404 JOPLIN. MO 84802.1404 800.641 -469'. FAX 417.624 -89:15 Architect/Engineer .P/i Atha Bonding Company Mortgagor Square Ft. ( - )J PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Legal Description Owner/Lessee / Tenant CIA./ D PPt Li 1 Job Address q kJ E q 1 TE 1. Tax Folio Historically Designated: Yes No L./ y0 9S0 Owner's Address 8 f J. (L q J Contracting Co. Qualifier F f-?c State # gC '006 6 % / Municipal # 30 — 09/5% $ Competency # 1 aaq Address 1 k Address 'kVA Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE WORK DESCRIPTION rE (1;(- c rex) F 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 AN 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. e o .wner and/or Condo P OWNER'S laws regula S FEES: PERMIT FIDAVIT: I ce g constructio g. side as to Owner and/or Condo President Date My Commission Expires: , /L, ') /q O FFICIAL NOTAR SEAL OTILIA ACEBO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC470737 MY COMMISSION 4. 27 1999 RADON APPROVED: Zoning Building \( A N4 1 s Mechanical Plumbing Address J J 4 Master Permit # Phone 7 -- LI Address q ? i.1g - 7 1 5 3 Li Ins. Co. Fp sIr � -s6 Pion Ca ere,rS. eanp 4;44 Estimated Cost (value) I / 4.J 3 no . SIGN all the foregoing information is accurate and that all work will be done in compliance w$h all applicable Furthermore, I authorize the above -named contracto' do the work stated. -z c ..... Signatur Co tr to !r Owner - Builder AtrA 4 otary as to Contractor or Owner - Builder My Commission Expires: 0 /� /61e? OFFICIAL NOT OTILIA ACEBO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. NE Z7 999 BOND 9 ®O Electrical TOTAL DUI c' Engineering I hereby submit all the plans and building. STATE OF FLORIDA) COUNTY OF DADE ) My Commission expires Cubic Feet Chairman Member Member Permit No. Electrical ermit No. / 0 /, Issued for BUILDING PERMIT RECORD MIAMI SHORES VILLAGE FLORIDA APPLICATION Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in com- pliance and conformation with the Building Ordinance of the 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 Department of Miami Shores Village, shall be complied with, whether specified or not. OWNER 1 ARCHITECT 1 1 ' LOT i " `' BLK. SUBDIVISION S ?RE T- # NEW 7-ADDITION REPAIRS NUMBER OF STORIES ROOF TOTAL COST Building to be used for Before me, the undersigned authority, a notary public, duly authorized to administe oaths and t ke acknowledgment, personally appeared ,0 4) to me well known, and who, being by me first dul sw n upon oath deposes and says that he is the build: of e above described construction, that he has read the for going ..plication, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, Notary Public (Signed) 4L=e *•*** ** -','. ;' ;. Cubic Feet required,4n this Block � 0 ' b L e r5 a F L..NNING BOA Secretary Building Inspector • e specifications for said DATE r t and no other 7 te 42 —0 iu lunbing Per No. use. r LIST OF SUB - CONTRACTORS Painting Plastering Lathing Electrical Mason & Concrete Plumbing Roofing Glazing Tile Miscellaneous New Building To be constructed of A { Estimated Total cost of improvements ST-- Zone cubage required State •ork to be done and purpose of building (by floors).. STATE OF FLORIDA, COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT (‘' .( Date ./ /f Chairman \Icrr,bcr Member .. .. — Council Approved Date NOTE: A charge of $1.00 will be made for the PI.rnnir.;t Board. A rc•in.pectiun fee of $1.00 will be charged materials and /or workmanship. PLANNING BOARD DATE APPLICATION FOR BUILDING PERMIT Application is hereby uindc for the approval of the detailed statement ur true 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. cwt T 1 - 7731 Owner's Name and Address 1 , 6 .....sass _ _No ._ .._. Street._. - Registered Architect and /or Engineer Name and address of licensed contractor , ‘70 C' #) J # %' e". y 2"� � An Location and legal description of lot to be built on: 4 Lot Block Subdivision _. Street and Number where work is to be done ...,,. ...t,f•ttl,,,T,!l,,,...t,t,t,,, C,, ... ..._........ for no other purpose. Remodeling Addition Repairs; No. of Stories... _ Kind of foundation Roof covering..Ct M 4 . Amount of Permit S. Plan Cubage 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 be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ..ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by bins in the work to be performed under this permit; and will post or cause to be posted for inspection the she of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcon• c •n •rk to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks..._ (Signed) Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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, and that all facts therein by him stated are true Permit No.. • Disapproved _sass _... ate Notary Public, State of Florida (Signed) Building Inspector My Commiuion Expires _.. ..._........ _........._.._...�. Read, Sworn to and Subscribed before me. to me well known, Member Member _ Member . _.._....._ Disapproved 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 x- • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' Job Address gct $ C(1 -re f1' Tax Folio Legal Description Historically Designated: Yes No Owner/L esseP / Tenant Owner's Address "1 A f NC "lf r -C([ Phone ,,tC 7.s--- ' // 5 — 7 `I aD Contracting Co. �ti►'jc S IZ O c) n5 t S Op P \ y Address a (7o 4, W ckei � k,c2' / • Qualifier ?(6e i k- hsfl t l - Phone 5 , rOb 0 0 state # C.(' OS1 Co 4 3 Municipal # Competency # Ins. Co. vk i od l 614 ? i d Architect/Engineer N k Address Bonding Company ( )1 Address Mortgagor IVY'' Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA WORK DESCRIPTION (f r L( c { (� �`P �► f eivto✓t 3 + (e o C to,,) ( -f ✓l kermi*Aes t Q(ae, back- i 1-e Rt.( 0 Foam F, osnp Square Ft. Estimated Cost (value) ( ) 7 0 0 t 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 AN 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 ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. kat k, ( tw FEES: PERMI RADON C.C.F. Master Permit # y G y ROOFIN , PAVING FENCE SIGN t2o NOTARY BOND TOTAL DUEI/ APPROVED: Zoning Building!/ / / Electrical Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 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 properly and street address: 2. Description of improvement: Roofing 3. Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder: 4. Contractor's name and address: Roberts Roofing & Supply Inc. 5. Surery:(Payment bond required by owner from contractor, if any) N/A Name and address: Amount of bond $ 6. Lender's name and address: Mi ck■ADA tc ,L R yv r ° C ( Ott - t.ian‘-; .6holy5 , r( N/A ?gR 9 \ serf Shoi -e_ 'r( 3 3r5 A> 2170 Opa -Locka Blvd. Opa- Locka, F1 33054 00R219317 2000 MAY 03 13:24 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prc. oe : by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himsell, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provioec r Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Pant Owners Name /iilCs Sworn to ano subsc Notary Public Print Notary's Name My Commission Expires: STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a tr opy of the ongmer frled his office on day of , A D 20 TI+a SS my a4pl and Official Seal. HARV: /• UVI -, C ER . of Circuit and County Courts BY ._ �, ♦ i_ D.C. Prepared by. Robert Acosta Address 21 70 Opa -Locka Blvd. Opa- Loacka, F1 33O- Contractor's Name: ROBERTS ROOFING & SUPPLY Job Address: INC. S /v& 9 t 17e(/ ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ;3 Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (ft') Total (ft') ( c' Master Pern9 No. Exposure category (per ASCE 7 -88): (j Building Classification category (per ASCE 7 -88 table 1): Ft. n A V Deck t7,pe:1 "x6" T &G WOOD ATTACHMENT Fastener Type: 1i" RING SHANK NAIL SPACING 12" Field: Perimeter: 6" Corner: 6 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) S 11 r r r r ROOF PLAN 129.01.79 av8 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Ridge Ventilation? N/A MEAN HEIGHT Deck type: 1 "x6" T &G WOOD Underlaynient: 3- D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: 12" ROOF SLOPE SLOPED SYSTEM DESCRIPTION #30 FELT TYPE II ASTM D 226 N/A Fastener type & spacing: Cap Sheet: 12" FIELD 1'i" RING SHANK NAILS 6" LAPS HOT MOP #90 ASTM D Roof Covering Page -2 Drip edge: 2'ix2i EAVE DRIP 312 TYPE III OR IV .26 GA. GALV. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: , •YaStiuif,l'�;; :�..;:�•� . :;i X1 '.(s^ APPENDIX • REQUIRED OWNERS NOTIFICATION FOR ' ROOFING CONSI • DERATIONS • As it pertains to this Appendix "F", 1%Js the responsibility of the rooting contractor to provide the owner with the required roofing permit, to provide the owner with this appendik and to explain to the owner the content of this ram. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the industry for roofing system installations: Additionally, the following itcn should be addressed as part of the agreement between the owner and tote contractor:. The owner's initial in � adjacent box indicates that the item has been explained. . to cite L.: Aesthetics- Workmanship: The workmanship provisions of Cha to urpose of wilding that the roofin Chap tee 3� ar ' g system meets the wind resistance and water intrusion performance p standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthet' such as or architectural•appearattce, that are not part of a zoning code, should be addressed as tc tsst agreement between the owner and the contractor. s part of the 2. Renailing Wood Decks: When replacing roofing, the existin g wood roof deck may have to be rtn;tiled in accordance with the current provisions of Chapter 29 of the -SFBC. (The roof deck is usually concealed removing the existing roof system) prior or to 3. Common Roofs: Common roofs are those which have no visible delineation between i n units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor r owner should notify the occupants of adjacent units of roofing work to be performed. and /or. 4.4. Exposed ceilings: Exposed, open beam ceilings are where the underside of viewed from below. The owner may wish to maintain the• architectural appears cet e. roo be penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maittt this appearance. .0_5. Ponding Water: The current roof system and/or deck of the building may . not drain well and mid. 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 profesfional structural engineer. Ponding may shorten the life expectancy and' performance of the new roofing systetn. 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 tliat 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 accordilicc with Chapter 23 of the SFBC. ._7. Ycntilation: Most roof structures should have some.abilily to vent natural airflow through of the structural assembly (the building itself). The existing amount of attic ventilation shall not be r i d interior nt ay be beneficial to consider additional venting which can result in extending the service life of the roof. It • may 8. The owner may contact the Miami•Dade County Consumer information'regarding thc•above. Services Department for further Osrne s /Agent's Signature ee, 2,_ . is t)at Contractor's Signature • 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. Owner's Name and Address .. s- Registered Architect and /or E sneer Name and address of licensed contractor Location and legal description of lot to be built on: STATE OF FLORIDA, COUNTY OF DADE. i Ss. Disapproved Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Street and Number where work is to be done ((_ c/ No _. . Street* Lot Block Subdivision State work to be done and purpose of building (by floors) — ° n and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering "� - Estimated Total cost of improvements $ 2_ ad Amount of Permit $ Zone cubage required plan Cubage 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 be sent io__ The undersigned 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) G � l 1. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to 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, and that all facts therein by him stated are e. Permit No 5 2 Date /1- b Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING 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 S1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.