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ROOFING
/1 -3206 - O /9.02.00 Legal Description z 10/ Jc7 .3 y2 (�J 1 /2 /2 /o+ 2 Historically Designated: YZs • 6 . • : : •' No Owner/Lessee / Tenant 1 Ja 15T G — » O ! r►'� E Master Permit Date 11 • Owner's Address 38 0 M cQ Me, g'/ S-T •' . 4 •: • : •: •;'� ®�"� �C) �� I s 1 •• / C2 &5 , E,-2 G Address 2 3 z ' E r7 U E Contracting Co. n�CK 4 Qualifier ,_OS E C a rzvr? State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION . /304) Square Ft. —a '60 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. OWNERS AFFIDAVIT: I certi i t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F , 't • • e, I authorize the above -named contractor to do the work stated Notary as My Commission xpmres: FEES: PERMIT APPROVED: Zoning Mechanical Job Address 3 'O 9/ Tax Folio PERMIT APPLICATION FOR MIAMI: #LU&dE • ••• SS# £( Phone 305 -- 57/- 9 0 75 Estimated Cost (value) Signature of Co Notary as to Con My Commission • 7 000. ° PAVING FENCE SIGN R 8� MUM DIAZ 2, COMMISSION NUMEER 03 ® gg154205 r gvnbitB9 d Ic E 6 IRES Date SEPT 29,200 o BOND 2- TOTAL DUE / S ` 4 SECTION 1524 •'• • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NbTIFICQ►'PIIM FOR ROOFING CONSIDERATIONS • •' • • •' ' • • 1524.1 As it pertains to this section, it is the responsibility of the poofitig 1aq proyide the owner with the required roofing permit, and to explain to the owner the content pf aids �eetippe. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum r €ciuirements arks Stala rds: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 expl . ined. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should, be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renail - d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buildi g Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owned should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the optio of maintaining this appearance. i 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis, ess and may require the review of a professional structural engineer. Ponding may shorten the life exp tancy and performance of the new roofing system. Ponding conditions may not be evident until the origi al roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if over ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accort° ance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature C.ID OCUTI E— AcmpILOCALS- 1\Tamp%SECT10:1 1524.doe • •... • • -� • • • •• •• •�• • • • • • •. • • • • • ••• • • • • • I/ / Contractor's Signature i-tigh Velocity :Hur Zone Uniform Permit Application Form Section A (Generaf Information Master Permit Poo. Process No. Contractor's Name C - r , r� Job Address _3(f0 ROOF CATEGORY 0 Low Slope C .- Mechanically Fastened Tile 0 Mortar /Adhesive Sat Tile 0 Asphaltic U Metal Panel/Shingles 0 Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof L Re Roofing 0 Recovering 0 Repair 0 !Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) (Qo0 5F /, coo sF 2 S a aCnx 31) 6 s 3 3x ° 4 0' =1 ' , / - 0 Section BJRoof Planl u o q Sketctl Roof Pt$r: iliustrilte all levels and sections, roof drains, scuppers, overflow scuppers and overflow mains. Include dimensions of Sections and levels, clearly Wants dimenal ns of elevoted ;ressure zones and location of pare - ets. 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E / 7 e. CO j6 1 Notice of Acceptance Number: 00- /2/2. 0, Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations: Pm % axl; / c0 Pmax2: J(2 . 6 Pmax3: /00. �v Maximum Design Pressure ��, f (From the NOA Specific System):Y'U l Toau.,.. g o / 4 s . 7 (le 3 21 _ 08/02/01 18:10 X''Al aua 410 Lvvu . Roof Slope: 12 Ridge Ventilation? High velocity Hurricane Zone Uniform Pennft Application Form Section D (Steep Sloped Roof S stem Deck Type: Sloped System Description Mean Roof Height: 13 g �s & WO O ype Underlayment. �--- -- 3 i 0 Af/i4 ire Barrier: �A As Tit Fastener Type & Spacing: dhesive Type- V ;Yt/& 7: pc- /(2.e /z ype Cap sheet. I' .9 oof Covering: Type & Size Drip X 3 ( 4 ) 9 dge: / r cf 11 IGLr / ( Ifr9 s J sg4a.h Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used. identify as 'NA _ System Manufacturer: 7 an-) ki 0 NOA No.: CV — v.50e, 0/ Design Wind - Pressures, From RAS 128 or Calculations: Pmax1: `52 Pmax2: —g7.3 Pmax3:"/3' T Max. Design Pressure, From the Specific NOA Sys:em: 02 Deck: • Type: Gauge/Thickness: Slope: High Velocity Hurricane Zone Uniform Permit Application Form ooc Top Insulation Layer: Section C (Low Sloped Roof System) !( Perimeter Corner F Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. / S Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. /1 Anchor /Base Sheet & No. of Ply(s): P/7 / CLS / A Pr /6 e S t F�stenej/ and g Material: Insulation Base Layer: /q Base Insulation Size and Thickness: A/ /ft Base Insulation Ftsten ;landing Material: Top Insulation Size and Thickness: A Top Insulation Fast ef/B ryding Material: Base Sheet(s) 8 No. of Ply(s): kVA Base Sheet =astener /Bonding Material:A /, Ply Sheet(s) & No. of PIy(s): 2 P/ F loss 1 , r y , Ply :;hppt Feste er /B n ing Material: Top ?ly: C b l Top Fly Faste . rl B n mg t nal: CLi Surfacing: r r1 !/ /.e- l Fastener Spacing for Anchor /Base Sheet Attachment Field: • ' oc @ Lap, # Rows 2 @__I-oc 'Perimeter: 6 - oc @ Lap, # Rows _"@ lam^ " oc Corner: ' oc @ Lap, # Rows @ ' oc Number of Fasteners Per Insulation Board Field ---► / - Pl Y C cq EE _.. q „ --Frh&- c,ss 3 x 3 26 5 kcal —' -NY OF Prber ‘asc f P / j 0. Bash , %5 pFT. A FT. Parapet Heiaht Mean Roof Height L High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M with the values front Mr. If the M valucs.arc greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based x Tilc'Calcull� %7 NOA Mr s Per RAS 127" >e Mr, D ( t' = Mr./_:L NOA M r ( (. f N � � - Mg: 1 ?� f O� �' A. Nl g: ° M ri �i . a - N OA- ht r a Method 2 "Simplified Tile Calculation Pcr Table Below" Requires} Ntoment of Resistance (M Front Table Below NOA M 7 :12 24.5 22.5 20.8 M Required Moment Resistance 25.7 24.5 22.6 2:12 3:12 4 :12 5:12 6:12 30' 37.7 35.2 32.6 30.0 27.6 28.5 26.2 24.1 25.4 32.5 29.8 I 27.5 f "Must be used in conjunction with a list of moment based tile systems endorsed by the 13roward 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 tilt attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" I: r1 ' l: x I: = x w: _ � - W: x cos 0• = F x w: = ) - W: x cos 0: ..Fn: NOA F'_ (r ___ x I: - x w: _ ) - W: x cos 0.• = Fr3: NOA Fe_ Symbol I'1 or P2 or P3 Job Site NOA Description Design Pressure Mean Root I Ietght Koo Slope Aerodynamic Multiplier Restoring Mlontcnt due to Ciravity Attachment Rcstslance Required hiontent Resistance Minimum Attachment Resistance Required Uplilt Resistance Average Tile Weight 111c Dimensions Whcrc to Obtain Information Whcrc to find RAS 121 Table 1 ar by an engineering analysts prepared by rt based an ASCIi 7 ' Job Sac 11 0 NOA NOA Calculated NVA NO ® Calculated F 1• length vr■ Width All calculations rnust c submitted to the Building 0ilicutl at the tune of pcmut application. • ( :' :] a,I : n. MS') -, Nanritl 401F r M i-DAD •NIIFaIII� a,CC;.r 1a.rr: i:. NO.: (o- 14lis.uti AP1 >1 ovt ): 02w1/200i enw rrt, . : :1:a -nsc 3f such testing w 11 be incurred by the mrrnuiacturer. •r• r • i:n .r. PR(1 UCT CONTROL NOTICE OF ACCEPTANCE Stints Fe Tile Corporation 10302 N.W So River Drive, lily #l(i lv[i:dley ; FL 33178 Your application for Notice ol'ACCeptance (1'IOA) of: rll;n CGt Tile t•:nder C:';at roc 3 Of the Cod:: (:; Miami-Dade County ge, vet Ciing the u: c nriruction, and completely described herein, has be n recomn;end::d C.I.. 1Z : 'W l ) Ill : 4,:.DM D1 iY rAlvti -D.ADE t,ir7 ? r1 DA or f; SUM-DING CODE C METRO-0,N DI i4O WEST . j AM (305') 3?: -? co, rtznc (30!) )7: CONTRACTOR I ,, PROD() If Alternate Matt :or acceptan.e h ....::• • .i :...: .i OO valid Ctccs cr>r 1 .:r3c1: ^' or material at any tinie from a jobsi:e or manufacturer's p?•tnt for quality cots r-roc: :`t or tall; to perre:prn in the ap manner, BCCC :*lay revnka.. •nori use or such precinct vr maicr.rii immediately. BCC(' reserves r e ::igiti io revoki: to . :'__• nr+nan. .,.�::: 'L - a, .- •.. •. .. ....c. ... .•r . r. .. }ir, n•r.i .., rnn, stmt 7 17' tar :stns., 1 ,. I t:71 ClUCRIY Vi :•t,::i r• r nflP vre.err.o o on0 s7. r'ws s / v.. •. .' <_• *- .►.fcY'>f'�C =1 ,t IUDA )!� PLIANCE OFFICL l.AcLr G ;ILDttir, t: SrRCL; sjIT7. F "^ • ILA33t3r. -: la •01 FAX (3OS) 37'•2l:Oti at LICE 'smo St :(Tto>c 009) ri.+s>z ''0'tCI; ;IE:'i ' t,ivi IOti t AX O — i +'7 a nin .T :or4'ROLptv and Type :s o= the Miami- [facie. •o: testis?;;. I:' tilt:: :fy, or sl:.p t7•A the. approval, if it rs ti:c Sou ;h ri :rid; / / 1 •, .r nor nn n...n• -• i a.:^ <.<VGV • [SA.; v a;r vvv Rau; Rock cue: ; a n•., . yi iitir Vry ra,JI • THIS 15 THIi COVERSHEET, SEE ADDITIONAL PAGES FOR .:CPECIFIC ANT) G ENE13,a . CONDITIONS This application for Product Approval has been reviewed by the FiCCC and ai3orovtd ri the Buil dins. Code and Product Review Committee to be used in Miami - Dade Ccurlty. ?o;'itia undo: tl conditions set. I.orth above. Fran. sco 1. Qt ntan<t, Director • Mia.ni Dade C arty vlliitiin,:: Code ' :o'npiiancc i5 .N1. ,.- 5A:- ::.wn.i •..:..r.t:f h In Yr,.aout C. t n•ea.o'oi I:ItCrnel r::0lt address: postmasters buildingcodeoniinc,ront f•tomcpagc: http: 1, 7• 'ww.i:uiidinl,It.titoniinr.corn rnvri • c FS115 /2eo? 13: 03 33S0£9801S© , NTA. •,E TCLE CORPORATION ACCEPTANCE No. (•,Q ^[212,96 K OOkglvc' rlrrro4 nz Roof ng Approval Date: Fcbruar • 1.2 07320 Roofing "rites .::pica: son v Februn••v .� 006 w ub•Catetzorv: Materials Deck Tyne: SCOPE This renews a roofing system using an fc "5arantc o ;s , r� =Fir j :,:a• ' 'f • c.,�..d h:.• Stetafe Tile Corporation described in Section 2 of this Notice of Accep: snot, desig e: to comply with the Sotith Fiorida Suilding Code, 1994 Edition for ?Miami -')ade Couut :'.. IwzoCion' where the design pressure requirements, es by app; cable builiiin; wotle, duy -s not exceed the design pressure values obtain by' calculatiims 1l cnt-:;,li:ince wi > ;:.'. 127 using the values listed in herein. The attachment calcul::t ;vns ;:halt be dole as a rnr system. 2. Pi (V UCT DESCrIPTiON ranultacturc' by 2 ro Santafe `5' Clay Roof Tile Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURE:5 BY OTHERS Tess Product Specifications Description M:rn4facturcr Steiniesa Stet &merit. Product Tile Screws Dimensions Specifications Description I = 1 8" PA 112 One piect: high profile city ro..f tilt w = 11.5" ^ouipoed with two nail he'es. ?or nail -on. '/s`' thick mcrtrrse.: and dhe ;v' re: ap lit.arions. I varies PA 112 Accessorl trim, clay roof pie: s or use at w - varies hips. rahcs ridges and valley :;:rninalions: varying Manu`acrt.rcd For each tile pr: 'iG :, thickness Dimensions °8 x 2 -V. " long 0.130" shank dia. 0.178 flute dia. rt-v; NU. Clay Roof Tiles Wood PA 114 App =r.diN E 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static rii:1.i uplift tcSt .5113(1 b accordance with RAS I06.• 33 Appii!...ant shall retain the services of a Miami -Dade County Certified pc -form quarterly test in accordance with PA 1 i2. r:py submitted to the Building Cede Compliance Of"ic- - "' - i .J ul 'age. RRC Rocf ng ? Control CX CANTdr:r i T'. CTIRP Feb. 13 2002 01:4 ?PM P2 PAGE 02 pzrforme:: in Laboratory to :st11.3.4 be n; nr' h Kl.'r'I : ! 1 ; 2 n : In : 1 : 03 2058880050 r Santate 'S' FAX NO. : Feb. 13 2002 01:4 ?PM P3 SANTAFE r l.Lf. Q)? PAGE 03 '' SANTAFE TXLE CORPORATION A CC:EPTANCE !co. : v0 3,5 30/90 hot .mopped undcrlayntent applications may be installed perpe icul , r the roof r less st a.ed otherwise by the :tnderlayr cnt niatcrial nt a.tu- • rs publish I c ' literature. 3.6 This acceptance is for wood deck applications M:niinum deck requiren ' she.] be in compliance with applicable building code. 4. INSTALLATION 1 1' £hall b° Jlcd ii strtc'; con 1izrice u th Mi .... Dade. :1:id its �Arntai : n'3 inst; ?� County Rooting Application Standard RAS 118, RAS (19, F^a RAS 120. 4,1.2 Data For Atwolvnert Calculations Table 1: Aerodynamic Multlpiyers- Tile. , (ft3) (ft- tt .) Pro lie Batten Aeration _.... 0.274 0.2g. VII C & • Table 2: Restorin • Moments due to ravil it ib 1 •i ":12" � . 5 " :1 ' o' '.12 ( 7 :12" or 2"; 12 , :7i. Teeter Battens; Direct l Battens Direct I Fattens 1 Direct t tsailenS ::I: ect. 1 Da Kern: i :Jn C...i. :jai = ∎J 1J,i ,.._ Deck Deck ! I Dec r. I t)eck ! Deck De. fanfare '5' 5.93 5.90 I 5.85 5.82 ; 5.73 1 5.69 1 5.56 5.53 I 5.32 5.291 5 03 NIA Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -lb 1 F'or Nsii -on S stern 1 Tile Profile One 'Cite 1 Two Mails One Screw Two Sc;•cu s One Screw I Two Sere i Application w/ Cli l T- w! C!i j 1 Direct Deck # 21.8 29.15`t 33.2E�_ 57.31 __ — 57.60 i -1 1 Battens I 61 1 toyed acrews'as noted 'Pro uct. manufactured by others'. — — -- Table 4: Attachment Resistance Expressed as .3 Moment - M, (ft - 1..4') 1 for Mortar or Adhesive Set S Tile Tile { Attachr •shit Profile A licatior► ; Resisfz ice • Mortar Set .l" 23.E —, < Adhesive Set J , 31 . • Tise Profile Santate 3 Santate 'S' 3 tr k s u1eaga, RRC — }Z 3 ft Prodis^t Control E samiritr Dr.•, DC.01 D • OS' 7.2eectovic • - D.-1•NTAFT. TL E COP Ts P A") ILLN I flr• 10.•• • S. LAII.ELLNG 5.1 All nies shall 4I uc ua i.hrAtIZat nv.....,■.••5 ..••••• •••-... r,., ..,,_,•„ or following statemt: "Miarni-Dade County Produr: Cr ntrol Approved". 6. BUELDWG PERMIT R.EQUIREMENTS 63 Applimtion for building permit shall bo accompanied b) eloies cf c follosx :t4; 6.1.1 This Notice of Acceptance. • 6.12 Any other documents minced by the Bui !ding Off ciaor applicable Bt ids ig Code In order to properly evalua:e the install7tion of tlis ysen • PROFILE DRAWING cakertrr T!i '•'• C.:1PP SANTAFt "SANTAFE S" CLAY ROOF TM • r CD. 4k. • •YDril • A CC 7PTANCE No. :_ 9-1212.06 • - — , z , r • •••••• TSA. • •■•.9 P;,i3i: Eta W IcPRPOPGA 9 h is Acceptance contains pages 1 ', nrough 5 END OF THIS ACCEPTANCE me, NO. - Ft.b. 13 2002 11:4`1 ?t•1 F'_ SAktiA E T r i ' •• nPrP 11 T OS SANTAFE TILE CORPORATION ACCEPTANCE No.: 3G- 1212.06 NOTICE OF ACCEPTANCE' STAN )A.QD CtQ lti L TIONS Renewal of this Acceptance (approval) shall be considered a `ter a rener.at application has bet:l l ed and the original submitted documentation, including test supporting data, es gineering documents, arc to older than eight (8) years. 2 . Any a:tc all approved products shall be permanently labclec: with the marufacturer's name, cut ::ate, and the following statement: "Miami -Dade County Product Cc:urol App'c'ied ", or as specifically toted in the, specific conditions of this Acceptance. 3 Renewals of Acceptance veil! not be considered if: a) There has been a change in the South Florida Bui1di4 Code affwarg the evaluation of his product and the product is not in compliance with the code changes b) :'he product is no longer the same product (identical) as the one crit!nally approved c) Jf the Acceptance holder has not comptied with al! the requirements • f this acceptance, i!Lel ailing the correct installation of the product; r) The engineer who originally prepared, signed art.: sealed the requirec . xumentation inir ally submitted, is no longer pra thrcngineeri ::.g profession. 4 Ary revision or change in the materials, use, and/or manttfhctu *e of the pr,d.. :t 0.r process sh..11 aitomatially be cause for termination of this Acceptance, unless prior wn ten approval has b cn requested (through the filing of a revision application with a;:propriate fee) and .Zrdr tea t y th;s office. 5 Any of the following sttail also be grounds for retool al of this Acoeptaf a) Unsatisfactory performance of this pro& :t or process; b) Misuse of this Acceptance as an endorsement of any product, for saws, advertising or ::ry other purposes, • 6. The Notice or Acceptance number preceded ty the words Miarni -Dade Cour.ty, Florida, and f ;lowed by the expiration date may be diiplay d ir. advertls ng literature. If any porti„ of .ht Notice or Acc : ptiince is displayed, then it shall be done in its entire y. A copy of this Acceptance as well, as app, 3ved drawings and other doc:rncnt; when: it applic • , shalt be provided to the user by the manufacturer or its distributors and shall tic avail iblc for inspolic ; a: the job site at all times. The copies need not br. resealed by the engineer. 3 Failure to comply with any section of '..his Acceptance shall be cause for term ration and rem: pal of A;ceptartce. • Frank Zt:1c .ga, RRC Roo. tr_g ? tl:ret Control E .antiner UCL LLt UL 1111 PROD CT ,CONTROL NOTICE OF ACCEPTANCE T :itlike Roofing Products, Inc. 220 Wcc ;1 Fourth Street Joplin ,iY10 N This application for Product Approval has Code end Product Review Committee to be forth above. API'ROV ED: C_o I f RE..C;_VED SEP O 4 2001 MET O-DADG LOG L BU FLORIDA Your application for Notice of Acceptan Taamko 3UR Roof System over Wood Deck the u o f Alt Materials and ypes of y under Chapter 8 of the Code of Miami -Dade County governing the Miami C and completely described herein, has und the conditions specified here recommended for acceptance County Building Codc Compliance Office (BCCO) suspend t.t i r t to se [f this prod c o m + ad not be valid after iht expiration date stated below. BCCO reset � S coet the ghc to secure this product or material at any time from a jobsite pVe �u c sari volce. mocli'fy, o spd the product or material fails to perform in the app BCCO may plant for it e . use of such product or material immediately_ BCCO fails �LO ��� � h � � m auirement of this tot s tl the South Fior�Ga detcni :led by BCCO that this product or material 1uildin.; the manufacturer. e c� :pcnse of such testing will be incurred by ACC'?PTANCE NO_. 0I 0508_01 EXPIRES: 08/23/2006 \so Is 1S THE COVERSi ;EET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONnrriONS BUILDING C s E & PRODUCT REVIEW COMMITTEE been reviewed by the BCCO and approved by th: Building used is Miami -Dade County, Florida u.ndcr the conditions set - l3:I(L�?yG Co()E c tri:c -ANCE OFFICE - 140 F1.1G(.EK 517:;7:F:7t. SUM_ 160) MINMM1. FLORIDA 33130 -1563 . (305) 375-2901 FAX (305) 375 29os coictitAcrolt 1.1CI SLNt:SEC iON (305) 375-57.7 - 1:AX (305)375- CO,.rntACrottE 3Stowt— "` n1VLS1O (305) 375 -29G& FAX (305) 375 -2903 i'KODLfCr CONTRO1. DtvL'lON (305) 375-2902 FAX (305) 3724339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana. R.A. Director Miami -Dade County 13uiiding Codc Compliance Office TALY.In O ROOFING PRODUCTS, INC. Deck Type . Wood. Non - insulated . _ ` Deck DesCr P7 / 3 : 2 " or greater plywood or wood plank decks - System, Type E : 13as� Tenet mcchartt attached. M1 General :Ind Systexu Linti Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing_ One pI describe (Option #1) Attach b diameter tin caps s center a the she (Option #2) Attach base s *la using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SPrS #12 or HD Insuifi x S, or Bu • cx Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4 lap and 12 " O.C. r avo staggered rows in the nter of the sheet_ (Meets -60.0 Liu :inatio 147_) (Optional applied wi application instructzor OILS app - of Tamko Glass -Base. Va below: (Meets S2.S ps a 2 PP • • • lass Premium® or Tam Ply IV p vithin the EVT ra Onc "ply of Tam -Cap® adhered in a the -EVT range and at a rate of? y r more plies of Ta hopping of approved 40 lbsisq. (Required if lid ap sheet is used) Install one of the. following: - • 1- 1' /-- gallons iibcred'= ltttrxirtat tt"' 9 , m ; quare (Tropical Asphalt Pr;ducts i >lunia3ritc 120, Tani -Pr FZ Aluinum Roof Coating), 3gallons ci�tulsiost roof co s per squarc„ fac or asphalt sure 4Lai +'application rate of 20 -25 tbsl Coatings dealt be Ali/pad accord ni to the manufacturer; rccornrnendations regarding spccific•apPliaitiort rates and weathering. • Flaod'coat with an application rate of 60 ibsfsq_; plus gravel or slag tvitlt :fin application rate of 400 or 300 ibsfsq- respectively: Maximum Design • . Pressure: Sec Base Skeet fastening Options oho Page 17 or -Chan or l.3asc -N -PIy fastened to the dcck as n t I v._ annular ring sham: nails 1 -Sf :a" lap and 9" o_c_ in two sra cy rows in t.7 nc e Gc /,era! Linutafion #7_) • • Acc-c nee No:0I -050SX t ltect adhered in it e and at a rate of 20- fu I mopping of approval asphalt 0- 0 lbsfsq._ (Sec Taniko installation). Frank Zuloaga, RRC - • T'AMKO ROOFING PRODUCT'S, INC. Acceptance No:O 1- 0503.01 ga WOOD 1iT'CtC SYSTEM LI;N[TATIONS__ - : ' ." 1 A slip sheet is required with Ply 4 and Ply 6 wttcn ..uscd as a mcc i:CstcncU basc or anchor.: si�cct. . GEN ERAI, LIMITATIONS: 1. Fire classification is not part of this acceptance. refer to a current Approved Rool;ng Matcri:►Is Directory for fire ratings of titis:product- 2. tasulatton may bc installed in multiple layers_ The first layer shall be attached in complianes: Wvitlt !Product Control Approvat guidelines. Alt other layers shall bc adhered in a full tttoppittb of approved asphalt applied within the .EVT range and at a rate of?4- 40.1bsfsq_ or meebanically attached using, :the fastening pattern of the top layer • rovcd ' 3. All standard panel sizes are. - acceptable for. mechanical attachment. When :applied i app 'sphalt. panel size shall be 4' x 4' maximum_ • y - : ::,! 4. An overlay and/or recovery board insulation pancjs required:'on alt 'applications y used Over..elosed st . cd. no recovery d ...._.. ... 3, - P :Team insulations when r ite bast sheet is fully m�Q � .diameter circles,. �4'", o :;11. all be applied using spot..mopping` with appr cd asphalt, 1_" : 4: ,:copped 8" ribbons :in three mws, one at each si$e ►al?,�anf' one d �'rn`�lc c A G bs�eaf. shagt t t�c placed i:tb a �:ontinuou_e aces of ventilation. Encircling of �e sti�ji''s is [ aict;rof estf� sysiem esn s s eal! bear a •�very 12' in each ribbon to allow cross vcntI1 tion_ Asp a t PP ci tit .'.ntall b a minimum rate of 12 lbslsq Note: Spot;Lftachcd systems ,, ball be i caciotrof . h . . pressure of -45 psf. • . : value of 5_ Fastener spacing for insulation,auaclinien( is based .bna M an cTtara teS sttc t Force t n) v,, �hc. 275 lbf.. as tcstcd in compliancc'�vith Testing Aprc ti pl Sd tic that 0b c as field - reseed_ are below 215 lbf_ insulation aitaebtnCnl slia11 -a1ot Wa ee t ii c..,.- iincnt is !?ascbased . 6; -:.. f�astcncr s > . cin foe. rsi�c ical. tit: aneltor c sl o `. � Y vi in a ,i`a nanm u fastener reststancvaitic . in cbnjunctio*t the 1 rcd a `S s a spech fic'syst+�n_ Should the fastcncf resistance be. les.s ,.c ,.tad required_ by a Florida et ii.is »'.t Il`cgsicrt Building C fficha C v;s react spacing, pccparcd s , ired. Said rcvi triasteucr spaeiiis Engineer_ Architect ust ' g � x h $ aadards Tl15 l OS and shall utilize tltc withdraivailr resistance va u Tcstttt ` and base •sl e calculations in compliance with Roofin pplication: St It . ' I with the cliauccil�' Pressure: rccluircmcats of ttcsc '7. • Pcrimctcr and corner areas'siLllt,.Larap:Y:•. _ ia for .both u13tioit d as ca1cJlatc-3 u : L..../..: a, -cos_ . Fastener densities shall 1�'�ed bth s. � �.Vltctt this limitatic►sr is sPecih'•'•:'! Compliance. .vith Roofing � ppltca Ten .S4ZI d ::BIAS' 1 ,1 ( Tic this referred within this NOA, General Limitation #9 wit( t.bc designs :shatl inatiatt S. . All attachment and sizxtg Af.13 t er'nailers meta -per {;}c and/or r flashing wind .toad lashinb tcrm e??Si nts conform with Roofing - A p +cotton Standard RS 1 A11 lc.to all roof etpai rt o{r5 (i:e._. 9. 111c maximum designed pressure limitation lcstcd s�frtiU b c. t it{sttcab urn : -..,. ( f i e l d . perimeter's, and corners). Neither rationat.analyss. o r b x t tend •eo altb d co Z i a . enhanced fastening at enhanced pressur zones (Lc. Pc r (When this limitation is spctdlirtlly rcfcrr d within thisNOA, General Limitation XI Frill r}nt.IJc t npplicnbic.) Frank Zuloaga, RRC tier lU 1.1 1, 1U: J43 i HfIKU TAE 1KO ROOFING PRODUCTS, INC. -' Acceptancc No:O 1 -003.0 1 NOTICE OF ACCEPTANCE STANDARD. C&N:DIT..tDNS 1 Renewal of this Acccptancc (approval) shall bc considered a renewal application has beech tiled an&thc original st$bin ttcd docunicntation. including test supporting data. engineeritt documents, are no olds ' tltl}n eight ($) ycars. 2 Any and all approved p'roJ4cts shall be permanently labeled with thc manufacturer's nanny, city, • slaty, and thc following stnlement "Miami -Dadc County Product Control Approved ". or as =.pecificatly stated in the specific is conditions of this Acceptance. 3 Rcnc vats of Acceptance w 1l not bc considered if: . s;) There has been a citan a in the South Florida Building Code affecting the evaluation or this product and the product is not in compliancy with thc code changes; b) - The product is no longer the same product (identical) as the one originally approved: ::) if the Acceptance hoider h1S.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 thc filing of a rcvision application with appropriate fey) and granted by this office_ 5 Any of the following slra alsa..be grounds for removal of this Acceptance: uc or a) Unsatisfactory perfnrinaiii�+�'f2'i ¢' t roccss: +s';ica p �cz,:forsalcs, advertising cr a��y b) ivtisuse_of this Acceptance as an cndorscmcnt:tsl= any #? . other purposes., 6 "I'he Notice ofAcccpt?ncc.numbcr.preccded by thc words Miami -Dade County. 1=torida, and "allowcd by thc expiratioit'datc may be displayed in advertising litcraturc_ If any portion al the i 1oticc of Acccptancc is displayed zlicn:jt shall bc done in its entirety. 7 A copy of this Acccptatcc as well as ap Proved dratvings_and other documents. where it applies.. sc ;hall bc provided. to thc nr by thc.rnanttttfcr or its distributors and shall be availably for nspcetion at the job sitc n all times. The copies need not be resealed by the engineer. . S : aiturc to comply with any scction of this Acceptance shall bc cause fortennination and removal vC Acccptancc. 9 1i is Acccptancc contains pages l through 19_ END OF ' ilis.:ACCEPTANCE r. cv • SEz Ti t Mind (REGIONS . 2. Ft 3) 131.21bmria1. Rectitra I ram TAMKO TYPE 43 ' :oared ease Sh'°cc or BASE -N-YLY Sasc She« TAMKO pUSEitGL.!SS PLY SKEEiS (Options Below) 512 TAM -GLASS Ptr/4IUM 6 TAM-PLY TV TAl;KO Tql+! -G!J Fiberglass Mhos!- Sarbeed Cap Shed :amply Asphalt act 100 sq_ 11-) Clineb -cyr_ 02.02 ( °a 100 . s4 1,-) [ro a..n gc (rte Sao 10.0)- tam the Tort a cal Sconce' Department install-1 of TAMKO TAM7GLASS a. Fib� ply baser: Ora Ply h ply t° pb h Seat svith a 12 m width Col- or TAM-PLY ' y full ll I widths_ N n u d shingle gle le 20 -11/16 is over the sprcSradrxs asp - .It pa l- p e g lowed try a base lapping t a y P A pp iITta1 1 23 12o. C 13 %) of ply m that at bast t 1x-1 s ft. shook' b used to anted. each ply (s= Stssion 8.0). c5eec at cbc low point of the roof, apply 1 ply-ot TAK'J Te. T Mimzsi S AM -C M'. :ide lade la d Cap _ Staring such shoo 2 in. and cod lapping 6 is aver the preceding sheets. Fully mop etch. sheet 24:-.'h specifcasion asphalt a1 the rat of 23 ib. C s15`ri) of spaificanon asFbik per 100 s;. E. On slopes of 1 in. per foot or grates. real adjacent to the top edge on 12 in. centers. Nail laps on 3 in. centers and mop the fall width wtth spaiE,asion asphdt. NOTE: BEFOR E. APPLICATION OF TAM-CA.?. CUT R T20 18 (5 . L.8 GTh5. mama/ TO SATEEN AND TfEE END LAPS. coU }wEATtu R ' ♦PPLSCATIoMRECONEKENDATIONS. SECTION 13.0.) method rondos the inst211 to use 11:taratdy, insat:ttion by the . fly -iti or loop and f 1°P . maximum. of :.2 ft. sections and to mop the 2 in. selvedge and the back of the TAM CAP that s,ificoscr she selvedge. te3a{omtd tnodsfied asphalt Fluting: The ll:Sskt&ttatem l trust be a TAMKO •po t' .' (lashing material :sec 5anion 32.01. O r Cot (.otaPct ta TAMKO for ittiatuc�1U.L system ttquixtmr..tts. ':. e KADPLE DEC - 019 Jt) Tam-Mass - - 1 sw �� 514 Tam-ass Pry rar (REGIONS 1, Fly _ T YPE 43 Casccd Base Shea or BASE -N-PLY 825c Sheet Picas Sao.) 3 2 ?tics Tn 10 FIBERGLASS �1TJM • 524 4 614 ......... TAM-PLY ry i pl Interply Aspbak (Par 100 sq. Cc.) Approx.. 69 ah. Rood Coat Asphalt (Per 100 sq. ft...) App 100100 G=ac.e1(Pcr 100 sq. ft-.) Cline -eyPe ru /s (Per Loo sq. lc) star 0.. - -- 1 to. pa °r 8.. linear Cc For slopes ahoy. t fn pct Slope. Floats dr za up i equ it. per Rotor fr. For slope aho+c ._S1opc Positive drainage up to 3 . p 1i S io n or • tzsvning of the rcoi• g felts is scquirc i (ycc5ocffan 9.0). tattooing of the roofing felts is (sc Steson ' te gttirements (sec Sccdoa 4.0). stsonid conform to TAI+[KO gtztasl teq+mtoneats Uccle The deck should conform to TAMKO . _.. t> The deck .LyZM o Type it for 3: The to should be rei F by the oetlet ill for ssl P Cl . up in FL TX. NM. Inca AM( . t c 3 n to halt The asphalt be �� by 'vM AZ , W Type {O ` tot 2opts (sec a i9- is (c.c.-Pe in F L TX NM. AZ CA) y1x for slopes op to 12 in. (accept 1 -L2 ir_ (stt 5etacn 11.0). in. {see Seedon 11.0). at low paint o[ tl,c TYPE n Centre ilarc$h[tt m BASE -N-PLY Sum Shea: batting at the . low perm E 43 Coated .0). met of BASE N PLY Base Sh N pLY lat'P 2 in. Shea or roof, r l pp i T ppIy TYPE 43 Coated he s Sheet of of a ro of . N an t e the= tipped I o TAMKO E 43 C.cated of s cmL t:a1 she shot pod 2 k w she 1 a. u toot. n gst the steam along t.� m2e1 install la Ply at a ti y . r . 2 1 looted 12 ill. and ad tapped ''• • t base ass sigh s°8 De 2 Hems teamed I2 „ and end tapped 4 tn. am than 9 -nal1 on 18 in lap a a a•ais o(tv� ware thin 9 in r specific on la in censers along Pro of no moss patians (cc .rind uplift listings. od c f • ec bast she v- Fer spot9ttc ! tr.+„nY pan-erns {or wind nPtift 4� each edge of she bast For fastening ms 10.01 c ontact the Technic' Sesriats PAM ;1A55 ?SFMI[M o r T IV Sheets Ova the an pry. m�Q 3 P c the `os point of Fiberglass o toot. a Y y F1 Piz Shan 5 in width_ oo m and follow wish full 1. w:virltts sh1sgle the ion. apply a 113 m wt 51x6 a _ i width_ s gars e ( slat fashion. IapptOg °tom P1y 25-15(16 in ins b a macro so that t F a c asphalt 100 23 lb. (>d5 %) of sPec sq .e the base ply a any m ba : eac a_o). re sr W h hot, embed a 9 at 300 lb. 'entire stuf�oc d �[ a:c (see Section 13.0). sq. &. should.be used tc A asphalt per 100 sq. !L over the Surfacing: Apply a Geed 'ant of 60 lb. (.15%) of 100 . ft. oaer of 40p lb. of don totting gavel stag per 100 s q_ ft. of 1 emir of xd atottif ai ashcan tz The flashing material roust be a TAMKO p olY�t 11a-stung material ( see Section 32.0). Coo ataa TAMth for information 1 5ee Piles 18 1'9tar'T ¢icd 12mcrl;;: 1/3 sta - 33 _1} cm - 13-1/3 inches ZO m - 66-2/3 c - 26-31* inches 1 m =100 cot - 39 - 3!8 inches 1 Ply 3 Plies Appca- 69 tb. AppAppxc - 60 lb Approx. 400 lb. Apptox. 130 Hails 43 ROOF COVERING MATERIALS (Tt'VT) ROOFING SYSTEMS (TGRJ) -- Continued 1999 Roofing Materials and Systems Directory ROOF 00VERIN6 s ) 343 ' ROOFING PRODUCTS INC R3225 i i HIGH ST, JOPLIN MiO 64801 - 'I Resistance Cl See TTIK Found in this Directory. - Coming foam glass insulation is a suitable alternative for use in any 0win9 rocfin9 systems- , 1 70' is a suitable alternate for 'Awaplan Premium' in any of the O systems using 'Awaplan Premium'. • inimum tongue and groove board is a suitable alternate for 1/2 in. d erth all jointetilodced_ • or -Versa-Base FR' are suitable alternates for the first base sheet o f t h e fel'olting roofing systems. • an Preurinnf is a suitable alternate for "Awaplan Versa - Smooth' in Y 'A,waplan' systems listed tyanurate Ind Awafex FR is a suitable alternate for Awaplan 170 in if Cie following roofing systems. tstyfene i can be used in any of the following institated no or re systems when covered with a minimum thickness of 1/2 in. pertite i2R- is a suitable alternate for' "Awaplan 170" in any of.the following fiber boaro. f Heat 'held' is a suitable alternate for "Awaplan Prem rum' and • Versa Fu is a suitable. alternate to "Awaplan Versa Smooth". applicable laftec FR" is a suitable alternate to. "Awaptan 170 FR" in any pP nmhustibte Classification. • • ASPHALT FELT SYSTEMS WITH HOT ROOFING' ASPHALT r el y N ply sheet can reptace'fam -Glass Premium" in the following Class C roofing systems- sheet in the rt Chan' renting base sheet can replace "Glass -Base" base nn Class A, B or C'roofing systems when limited to noncombustible' rse-N -PLY is a suitable alternate to "Glass -Base in any of the following ems. asterSmoot` m " is a suitable atteate to '43RBase Sheet in any of the i a(�nring systems. i over a minimum 1/2 }The following noncombustible systems may be pe X gypsum board mechanically fastened to a combustlbte'.deck for the rating to be maintained. .less otherwiv indicated. these constructions may utilize any thickness of ate glass fiber, polyurethane isocyanurate, co a cyanu / : Wood M ite or potyurrthane /periite insulation hot moppe d o mutation is a suitable substitete.an - noncombustible decks only. Ic Class:k :.. 1. Desk NC '7iic6ine: 3 mopped in Base Shots (Optional): 1 or more layerf'o �VVeot;ly hot mope plate Ply Sheet; 3 layers Type 15 perforated asphalt orgaiiie :feitrfri -Sixl or 4 layers o ;nventional Tyt a 15 perforated asphalt organic. ' : : hot mopped at 25 tb /sgfayer..., Surfacing: Gravel meshed stone or slag_ Civic C -15/3: •Iodine: 1 Base Sheet: Type 15 asphalt organic felt base sheet, hot mopped: Pty Sheets: 3 layers Type 15 perforated asphatt organic felt, llot mopped. Surfacing: Gravel crushed stone or slag. 3. Dela C- 15/3'- Incline: or Chan", "43 lb Base • Base Shell: Type G2 "Glass Base `ram Ply IV", p Sleet' or 'ram -Glass Premium ", hot mopped or nailed. Ply sheers: Min 2 layers TypeG1'Tam -Glass Premium" or'Tamply IV', hot mopped. Surfacing: Gravel in a flood Coat of hot - roofing asphalt at 60 tb/sq. 4. Deck NC Incline: 3 .. - , L shee: or' Ease Sheet Type G1 "Tarn -Glass Premium or - Tam-Pty'IV'.P y: Type G2 •'1:nt -P1.1' base sheet. hot mopped or nailed. Fly sheet:: Minimum 2 layers Type G1 "Tam -Glass Premium or "Tam -Ply I1', hot mopped. • hail at 60 lb/$ `:urfacimr. Gravel in : a • »cod coat of hot roofing asp 5- Deck: C- 15/:,2 Iodine: 3 • :: nsulation: 1 in. minimurrr..glass fiber or pertite, nailed or sprinkle moppet • 43 lb. Base Sheet", 3ase Sheet (Optional): - Type G2 base sheet, " "Glass- 82.1' or Nett-Ply" or Type GI ply sheet, Tam -Glass Premium' or "Tam- Ply '8r, hot mopped or nab Premium' or "Tam -Ply IV', hot ?Ly Sheri 3 layers Type G1 14171 mopDed. Surfacinc: Gravel in a'Rood coat etiiitroofing asphalt at 60 lb /sq- 6. te&NC t dl% 1-1/2 �z Base Stect Type G2 "Glass -Base , "Tam mss Pregpimn o r i hot moh_d. ..: Ply Shtells: 2 or more Layers Type GI 'Tam- Gta`s 1l??rG�• T arn Pljr . ly"i. hot: 'topped - Surfacin=; Type G' 'Tarn -Cap', hot mopped. •3R. Base S%w_e 'Versa-Base ne or mor P hot mopped or Mecharrrz fasLe d. •gale Sheet 0 11 or Awapt h T or "Vapor-Chan", Gl Pty Sheet One or more plies of ai Or heat fuse. "Tarn-Ply Smooth" (modified bitumen), hot nped din at-f Cap Sheet Type G3 'Tam -Cap': hot o LOOK FOR THE UL MARK ON PRODUCT 7. 8. 9. ROOFING SYSTEMS (TGFU)— Continued Deck. NC Incline 2 _ Insulation ( oiral: g`ns ca 1 -5 /C6 - a 1/4 in_ war ir. ss fiber penite o: t - - woodfiber, i5onr to �p rin ie .> Base She et;�Opptoaa9 :1 or more Type G2 "Y2r':-FV.,:Yapor- GZan': Type G1 'Tam -Glass Prenitin , Trn;gty N or "Glass-Base, , hot n r bitume • Ply Sheets:1 Layer 'Awaplan Versa- Smooth" surface ( ) hot mopped or heat fused. S Type G3 "Tam-Cap ", hot mopped. Deck C -15/32 Type Iodine: 1/4 Base Sheet: Type IS '4311 Base Sheet', ype G-1 "Tam-Glass Premium" "Glass-Base", nailed_ 'tam -i' N' o Pty Sheheets. or more layers Type G1 'Tam -Glass Premium` or "Tam -Plc IV , hot mopped. Surfacing: Type G3 "Tam-Cap", hot mopped_ 1 Dedc C -15/32 Base Sheet One or more layers of Typee GZ -Glass-Base", 'V -Base o "Vapor-Chan", hot mopped Pty Sheet One or more layers Type Gs 'Tam -Pty 1' or "r \Glas in Premiu hot mopped p Ca a She. - - Incline: 2 • - C -15/32 ' Base Sheet One layers of Type 15 "43e. Base Sheet', hot moppe• fastened or mechanically p lace. "Tam -Pl N or 'Tam -Gins Ply Sheet Two or more plies of Type Gl Y Premium', hot mopped in place. Cap Sheet Type G3 "Tam -Cap", hot mopped in place_ Dec Incline: 2 k C- 15/32.. a • • •i • in. thick min. Base Sheet: One or more layers of Type G2 "Glass-Base", "Versa-Base" c "Vapor-Chan", hot mopped or mechanically fast' in fastened place. Membrane: One layer of "Awaplan Versa-Smooth" (modified bitumen: hot mopped or heat welded_ Cap Sheet Type G3 "Tam -Cap", hot mopped in dace. Iodine: 1 12. bode NC Base Sheet One or more pees of 'Tam -Pty Iv-, mechanically fastened- Pl Sheets` One or more plies of "Tam-Ply IY ,hot mopped or mechanical fastened: 5i GraveL crushed stone or crushed slag, in a /toed con: of ht roofing asphatt_ Class B One Incline: 1. . `: Base Sheet", Type DB c-15/32 Sheet lies of Type G2 - Glass- - Glass-Base", Type 15 - - Base Sheet Oe more 'Vapor- Chan', hot mopped or mechanical fastened in place. ed in place_ Cap Sheet Type G3 "Tam -Cap'. hot mot 'fine- 3 2, Vedic C- 15/32 Base Sheet One or more plies of Type 62 G la s 3 '. T e 15 5ed �` Base'Sheet', "Versa -Base Va or Type G2 P • • mechanically fastened in place G1 Tam -ply l'•", 'lam -Gin Ply Sheet One or more plies 'of Type lace. Premium' o r'Versa-Base ", hot mopped G ,n place. Cap Sheet Type G3 -Tam-Cap", hot mopped 3. DBs C-15/32 Incline: 1/2 Base Sheet Qne.:or more plies of Type G"G•ass 'Glass-Base" t� PPed Base Sheet', " Versa -Base' or Type G2 "Vapor-Chan", mechanicaityifastened in place. tap Sheet Type G3 "Tam -Cap'. hot mopped ir. peak•'_. Class .0 s Incline: 1/2 I • n Insu ula tion: aon: 1 - i -15/16 in. glass fiber, pe�irte or mood fiber, Wade sprinkle mopped_ - Pty Sheet 3 layers Type '•G1. lam -Glass Premium or °Tarn Ply Pr, h mopped_ halt. Surfacing: Glaze toast t!oL asphalt. p incline 1/2 BaseSheet... 2. peck'-15/32 T yp e- 'G2 :"G a ss_Base " ", 'Tam -Glass Premium". `Tam Pty P ' '43 lb Basead or spot mopped. Premium' or'Tam Ply N, ti st - 3'taYers Type G1 'Tam -Glass y D hg. .; Glaze coat hot roofing asphindfrn.::tlrlsmitrd ... t•at -35/32 ties of Type GZ'Glass Brie ; "i hot mopped Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -272 Printed: 2/20/2003 Applicant: BRIAN Owner: WOLSTENHOLME JOB ADDRESS: 380 NE 91 Contractor BRICKS & STONES INC Local Phone: 305 - 571 -9075 Parcel # 1132060190200 Fees: FEE2003 -1052 FEE2003 -1053 FEE2003 -1054 Description Building Fee CCF Buildier's Bond Total Fees: Amount $150.00 $4.20 $300.00 $454.20 Total Fees: $454.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: Work: RE ROOF --�' 2 If there is no permit package accessible nn +t ' fee is $50.00, which must be p This Permit is granted to the contract( ordinances pertaining thereto and with th and approved by the proper municipal at authorization. A further condition upon w ordinances and regulations pertaining to by his agents, servants or employees. 1 gg Signed• In consideration of the issuance to me o 0 with the plans, drawings, statements or sp, myself, my agent, servants or employes. .' ) Signed: W..,/tec.,_, TO THE ORDER OF FOR Legal Description: EL PORTAL 8/19/2003 BRICKS 81 STONES, INC. ROOFING DIVISION 2312 N. MIAMI AVE. MIAMI, FL 33127 ruilld:ng Permit WOLSTENHOLME BRIAN ST Contractor's Address: 2752 SW 2 ST Construction Value: $7,000.00 alb { Page 1 of 1 PB 9 -101 LOT 3 & W1/2 LOT 2 BLK 2 LOT SIZE IRREGULAR First Union National Bank firstunton.com o 003 R/T 067006 U ( • 0 24 ).lit >I :06700643 21: 20000 ).0 L 8 ? " ' DATE 2451 63- 6431670 BRANCH 80308 p PERMIT APPLICATIIO FOR MIAMI SHORES VILLAGE , Date (3 I I - 1 I V Job Address C; iJ E l JT Tax Folio (3a 0601 cl O Z o0 Legal Description uHistorically Designated: Yes No / Tenant k i R ( Pie J 0 Master Permit # `7 6 1 ,T .:Owner's Address 9)0 IV 15 \ ` XPhone , <Contracting Co. Now2, OW I•24`--- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address FEES: PERMIT 7 D RADON Address Permit Type (circle one): BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE fl SIGN Br` WORK DESCRIPTION e6 U v 1/412, v 1/412, C.Ceirtn t //NI. �� Cco o P W IM`4C, \N) �-�� ( d eo v - '41 * 00e- Square Ft. 'I 00 (Estimated Cost (value) 3o a WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDS,:; 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 wor, will be perfonned 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 regulatin construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date "' C Signature of Con Notary as to Owner and/or Condo President Date Notary as • Con My Commission Expires: My Commission C.C.F. (0 NOTARY - 1 I ra ctor or Owner - Builder Date Date OFFICIAL NOTARY SEAL NCEMI GONZA P■10'rn ry 11. :STATE Or FLO0 rD4 '' COMM MiON NO. CC7&33ii MY C.OA_.",MiSS S?ON F,XP AUG. 72.2002 BOND APPROVED: TOTAL DUE Zoning Building fa it +N Electrical Mechanical Plumbing Structural Engineer .a APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �� . / Date - - //,.? O ,197 I ! � Owner's Name and Address / �` OS_ _.1_,A/_6 _______ No ` Street_ / t/ • � 9 � . Registered Architect and /or Engineer /r Name and address of licensed contractor P4_ L_ k-C_ Ct_O / . �..___ 3.5 .. S 3 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done '0 d 6 j -SZ State work to be done and purpose of building (by floors) New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ 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 su it all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to----- --- ' f- ' ` ° og;1 a JSS.f" xi. 4z/. 7 5r i :4?-v '/r' 1"" Ott . 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, Pennanent 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 subcon)etorss on �"" , be performed under this permit, as are licensed by Miami Shores Village. Remarks_ _ STATE OF FLORIDA, i COUNTY OF DADE. ss 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. Peit No.__J' Date__ 32 ) rm Disapproved y � , / /_ Date (Signed) Building Inspector PL /.575 Chairman Member Member Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Signed) ING BOARD DATE 0o99 5 and for no other purpose. Repairs No. of Stories Roof Covering_. 1- 1 fX to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida J, Commission Expires Member .._ Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.