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1205 NE 91 Terr (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Dater s " Job Address '/` :. }`"' f t' _ ', } Tax Folio / l Legal Description / T ,�St ' Pen fit/ `.0.726 y7.7 r Owner /Lessee/Tenet AZ /A 7 A /1/A',A/___ Owner's Address l /CO.f.. /,a;,'—' 5/ Contracting CoTa/./(,/ & i 7 f 7 /4; z . Qualifierw�/ �{/ .0 SS# ( Phone 's' • ,/� %� 1'j State # �� " '2 T? `1 Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION: (' � A-a2/,t4 . . 1`. (3_E --o )je(f _ Square Ft. 00 Estimated Cost (value) f'9' ' ' OO . OD WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. !/ R f u'Peaseti/''�'' nd (si3tesill • fi My Commin ExpiesApr 16, 200E Commission 1 00 109725 Bcndee By National Notan• Assn. as t. •caner and/or Condo P sit ` � 006 My Commission Expires V►, V FEES: PERMIT 1 . J APPROVED: a s RADON N Zoning Building 5 d 9/6 .__. Signat Date Historically Designated: Yes Master Permit Phone 3C7. ' 75 /- 79 C.C.F fO t 0 0 NOTARY - ORRAINE KELLER Public - Mechanical Plumbing Structural Engineer Address 0e. 9/07. s 4f /A/Y/ /, f Competency # Ins. Co. PLUMBING MECHANICAL ROOF zowiaticaupkisoor 18, 2008 Commission ! DD 109725 ''' Bonded By National Notary Man. ary as . Contractor or Owner Bui der My Commission Expires lb, 200G G BONS 0 0 Date TOTAL DUE -5 O 6 v Electrical Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 • Building Inspection Request 1 Type Insp'n Permit No. —'Name Address 1 05 Na �! Company Phone # For Inspector: / �3 Name 7 Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue 7 Phone: 305-795-2204 Printed: I Applicant: LYDIA M Owner: SANDOVAL o JOB ADDRESS: 1205 NE 91 Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132050010220 Permit Status: APPROVED Signed: Fees: FEE2003 -2446 FEE2003 -2447 FEE2003 -2448 FEE2003 -2449 Legal Description Building Fee Builders Bond CCF Inpector State Total Fees: Permit Expiration: (INSPECTOR) Building Permit Permit Number: BP2003 -661 Description: Educational Fund SANDOVAL LYDIA TERR Contractor's Address: 300 NE 91 ST Amount $187.50 $300.00 $6.00 $12.50 $506.00 10/22/2003 Construction Value: $9,800.00 Page 1 of 2 WATERSEDGE PB 9 - 141 E3OFT LOT 26 & ALL LOT 27 Total Fees: $506.00 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either mys agent - .. is or employes. Signed: (Contractor or Builder) BY: BLK 1 Work: RE- ROOFNG FLAT COLOR THRU TILE. ALL TILES SAME COLOR Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either m - my went servants or employes. Sign (Contractor or Builder) BY: IG BankofAmerica, ACH FVT 0 /745—If/Ear 81 277 ., I to FORQI 3 F PAY TO THE ORDER OF PAY TO THE ORDER QF h9 7)7247 0/ 9 s - 2:24'677. JOHN BUSTA ROOFING INC. /G.Z[.47 "- BankofAmerica, ACH NT 063100277 305 - 757 -2728 300 N.E. 91 STREET MIAMI SHORES, FL 33138 JOHN BUSTA ROOFING INC. 305 - 757 -2728 300 N.E. 91 STREET MIAMI SHORES, FL 33138 AP fr 08-00 IK "002018" 1 :0631002771: 00 3 7 30 2 3 280 211' a' - " q1 Security enhanced document. See back for deta i I s. E7 08-00 FOR &WOOVAL — "00 20 L 111' ':06 3 100 2 7 71: 00 37 30 2 3 280 211' DATE O y (23 2018 $ X76. 0Z DOLLARS 8 a.uALu:=1:=3111.9S.322.11•81i aaua 63- 27/631 FL 2011 988 63-27/631 fl DATE 679"`23 988 nor e -gym Trc j!m r_n DOLLARS n ,,.o= 1.2.13191,1ha;AIIII t. a PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Wig �,�SC6C / - /4z/ E 'i T 4072_6 A aL L07 27 igz / ,cap - si /20S A/E 9 /7 -eeve R /Atiti S.Yoi Az.. 33/3 - ,34ees 2. Description of improvement: Re - 3. Owner(s) name and address: �VA/A T SAA%Dn l�i4,L / . /V7/ i A .3 Interest in property: NOTICE OF COMMENCEMENT TAX FOLIO NO. /1 3 ,W5 00/- C a 0 3R273134 2003 APR 12:47 Name and address of fee simple titleholder: 4. Contractor's name and'address: �Or 5. Surety:(Payment bond required by owner from contractor, if any) •,; ; ,_r r � ^ouis: ; Name and address: /!� Amount of bond $ 6. Lender's name and address: HA Notary Public Print Notary's Name My Commission Expires: CuAL i\ Vo cq004. c,r i lhls is 6 true ail / f the it 1,7;S .F= y c 'hand rn0 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: /(/,,C) 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: N/4 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) Signature ner / , V q Print Owners Name L , / /4 Sworn to and subscribed before me this 31 day of M ,t• , 19O 3 ss Prepared by: F4 / Address:34 33 3$ ORR . ER Notary Public • Staled ..., • ,, My Cortutt:otiXIEgires Apr16. e Commission S ply 10972, �G '.ia$' w'.ittsd By NstIonai Notary Ann. ocientilly otmensioras of elevated pressure zones and location of parapets. I . - I - __I. :11: .: .1' •:: i\a ‘■! : ,‘_ ,. •i• - . •,•—• - i111 - - . _- - 1:1: i iiii •: t _ !I i i it i i i 1 - 7 - 7 - 7 7 - 1 ii . ... r -- _ _ - - _ _ -l __ _.., 1 - .- _ . . L ;T 1 - r1•• 7- ] 11, t +iii - itiy �_'�i • -- - _A i ± ?_ 1_12_ r .1_ _ 1 . - 1: J _,... _ ' ' 4 - ,, - _ . i • ,...!...; • ■ - - :_,_ -..-: = i - IT � • - 7.: - .- - - - --3-1 ..i: --I 7.71:11_.1 :1: ci l.1-1 :t: -1.. __I- .. ;. dl. ;-:, ; - . ii4i - 17 1... -? 7' • i +iy ( l`1` 1 • i 1i 1 i _ - . _ -.-F .. _- -1- 4: "— .:1 1 �i ;�.v I i t . r:.7L _.- _ _i_-_1_ _ _ _ _ i 1 211_1 +1 "1;t tt " iTi -_-. - _1: 1_ J `1 1 r•t ; .: i , • ..1 - I- Yr ....1_4 _-1--1-. .. •1- 7.1-...,-_-. . - . :t: . _ - - - - . ..T. -_-1.... -_:-..-.,:::i . • . ri 1 i i L- 7 . LH _I_ 1_11_ . - ._ .3.7 L: _ - - __.* i _ :1-1.. ... - -1- L ,. _ .1.. 1.. - i_i_i ..i...1. -..- ...,..i_ _1_, H i J LL li - , . . I_ .±. ... - - _ _ ... _ _ _ _ _ . _I- - • - _ _ __ —. - - . -. IT_ .. _ 11-4 .11 _ _ .r,1_1__ . _ 7.1 1:. .._ .... _ . E L.,ov Mops Asprnaltic Shgrapjee Florida Building Code Edition 2002 High Velocity Hurr Zone Uniform Permit Application Form. Secti4 n A General information R!luser Penrcff. Process No. Conqractor's Namecrayv 81( ST!) Re2 Jci1;1 Addvess /?■0 // - 7FjekA(.11--F Mechanically F Tile a Mortar/Adhesive Set The 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 0 Prescriptiv: BUR-RAS 150 MOUI? [FlocIff Ele sting 0 Recovering 0 epair 0 Maintenance ROOF CATEG OOF TYPE ROOF SYSTEM iNFORMAT1ON Davi nopo Root Awe (619 Steep Sloped Roof Area (SF) Tot& (SF) 25 :2‘,5:690 1391)121 Sketch Roof Plan: Hlustrate all levels and sections, roof drains, scuppers, overfkm scuppeTz and overflow drains. Include dimensions of sections and levels, clear if A Merida Building Code Edition 2002 H igh Velocity Hurricane Zone Unifom Permit Application Form. S Sloped Roof Systemj7 Cale lin Specific ' : v of Assembly Components and Ident]fy kdianu:. cturer of a component is riot .ed, identify as "NA") System Manufacturer. NOA No.: Design Wind Pressures, From Pmax1: Prnax2: Max. Design Pressure, From the Spec is NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Ma Top Insulation Layer. Top Insulation Si ?e and Thickn s: To lnsuietiun Fastener/ Bonding Material: Base Sheet(s) & No. of Base Sheet Fastener / %onding Materia9: Ply Sheet(s). No. f Ply(s): Ply Sheet Faste r /Bonding Material: Top Ply: Top Ply F, :tenet Bonding Material: S 128 or Calculations: maxi: Surt'eci g: Fastener Spacing for nchorllase Shee Attachment Field: ° oc @ La it Rows @ " oc Perimeter: @ Lap, # Rows ___ @ ' oc Comer. c7 Lap, # Rows a) " oc Number of Fasteners Per Instaiaijon Board Field Perimeter __Corner 11 ustrate Components Noted and etails as Applicable: oodblocking, Gutter. Edge Termination, Stripping, Flashing, Continuous Cleat, Can Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details tita \ Comply with RAS 111 and Chapter 16. lel: \ s Parepe2 Height Mean ` Roof €-,c fight Rs:pot:System Manufacturer: 4/4), _. 7 (LS " \ ' Motice off Acceptance Number: (92 — ///-5 03 Minimum! Design Wind Pressures, if Applicable (From RAS 127 �r Calculations ): Pt: — /7. 6 P2: - /ooe,4 P3: - - /one; iliiarKinwm Desig.1 Pressure (From the NOA Specific Systerri):S Didethu col of the ..ttachment:Ret..YAM (P06/4("427-jaCE: . A,k/ AM/FS Roof Mope: : 12 Florida Building Code Edition 2002 High Velocity Hunicane Zone Uniform Permit Application Form. Ridge Ventilation? Spstfit Roof s sjjii 222m Sla S stem Descri ton th Type: 696 -- (4e4V-z ype Lincierlayment: nsulation: Five avrier: Mean Roog 3 0 4 - - z ", NA rastener Type & Spacing: dhesive Type ype Cap Sheet: V9 (t)/97 i 7hve4ps' 1 # 9O'A,S7 - cuff Civeri c; AIMA .5 014Y fa Type & Size Drip Edge: 2Zi gAL.V. Mr Required Moment Resistance* Montt Roof Height -- Roof Slope I 15' 20° 25' 30' 40° 2:12 34.4 36.5 38.2 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 V: 244 25.9 27.1 28.2 30.0 Where to 1 btain Information • • Descripfi * n S tnbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE eased on ASCE 7 Mean Roof Height If Job Site Roof Slope 0 Job Site Aerod laic Multi. her X NOA Restoring Moment due to (iravil M, Mt NOA Attachment Resistance NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F NOA Iteoured Uplift Resistance F. Calculated Average le Weight W NOA Tile Dimensions 1 length w= width NOA All calculations must be submitted to the Building Offir.ial nt the time of permit application. • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pennit Application Form. Section E Tile Cale.ulatigrrs For Moment based the s ystems, choose either Method 1 or 2. Compared the values for Mr with the values from M. if the M values are greater than or equal to the Mr vaaliles, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment :rased Tile Calculations Per RAS 127" (Pt: ° I S I R a : 274' 0 - 6 5 y -- Mg: S Z7 = _1g. NOA n - ( . S R2: 2 ..-.79 = )- Mg :5_• ° M 2:22 NOA (i°3: [A2 a 71i1G'- 27 7 - Mg: S. iZ7 ° _ NOA Mr �? [method 2 "Simplified Tile Calculation Per Table Below" Required Iydonnectt of Resistance (K.) From Table Below32 . Ci NOA 'Must be Fused in conjunction with a list of moment based tile systems endorsed by the litroward County .toard of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F" witil the values for F if the F' values are greater than or equal to the F. values, for each area of die roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" k➢'e : _ n ➢• = u w: = _ ) - W: x cos 9: - F NOA E'' (12s2 : u9• -- -= t l w: °_._) -W° xcos0: - Fr2: ____ NOA I'' 4P2 : n fl: _= ff w: _ ) - W: x cos 9: = F NOA F' HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS 1NU"1 11'11:AIJUIN ruic LT CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 15 (High Velocity Hurricane 7 ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion p erformance 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be .enailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit. townhouses, condominiums, etc.). In buildings with comrnon roofs, the roofing contractor and/or ow 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 option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the on �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 overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. /• 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the terior 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. 0' O% er's /Agent's Signatur CADOCI' 51C- IkcmpILOCALS- 1%Temp■SECTION 1S 1.d.c o ,:Z9 Date Contractor's Signature 02'27x2003 12:57 MEDITERRANEAN ROOF TILE -► 3057572728 Mgal DuguiDH1dG CmDE compu.J CE aDl7fr'ncE QICCC(D) MODUC K CONTROL DIVIS3O13 ACC©ZPTh�fiICCT�' Al QP (\1Th4 Ane. 6002 NW 97' Aveatte Mbal, M.1 UR GO MAW t-DAIDIL O LINTY. FLORIDA M TItO- DADe. .. a 0UL,1DI ac10 WEGT 1711„AGEJLrd 9'P'1litLELT„ f rinTE g �� Iv1IAMi, O DA 33136.1563 (305) 375 -2801 PASS (305) 375.2402 This NOA is PaorM issued under the applicable rules and regulations governing' the use of colestructiori materials, The documentation submitted hoc ben reviewed by Miens -Dade County Produce Control Division and accepted by the Board of Mules and Appeals (DORA) to be used in Miami Dade County and other areas where rallowed by the Authority Having luriediction (AW). !nip NOA :11:11 not be valid after the eupir©tioi date stated below. The Miami-Dade Cony ?ream C 1 Division ( r, Miami Dods County) and/or the AID) (in areas other than Miami Dade County) reserve' the night to have this product or material tested for quality assurance purposes.' If this product or material fails to perform in the Elect% �, rela ae`r, the manufacturer will incur the expense of such testing and the Alp may it nediately revoke, :modify, or suspend the use of ovaeb product or material within their jurisdiction: BO1�A reserves aloe right to evoke this aeceptaanee, i4' it is determined by Miami -Dade County Product Control Division that ibis product or race?.. Ann foiki to n t the realuireui nta of the applicable building code. t a* ptodnet r� approve9 ap described herein, and limn been designed to comply withthe High Velocity N'urlricane Zone ©4'the Florida Building Code. L cRflp 11'iiC4�N: Almon "V Clay I. De `bile LAI 1 L11 G: Each unit shall hear © pt nt:D tr t label with the menufacundo no or logo, city, atom and following atatenie t: "Mimi-We County Product Control Approv ", unless otte rise noted berei Ta.I1.155 i L of tbt NOA shall be considered otter a renewal application, bar been fal and ibiere has been n° change in the applicable building code negatively affecting the performance of this product, TERIVENAMal off this NOA occur after the expiration date or if there has been a nvrisian or change tra the materials, u9e, andfoo manufacture of the product or process. Misuse of this NOA es an endorse: neat of any proa,sca, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure Cto comply with any Gentian Of fhio shall be eauee for terviination and removal of NOA. .DVERTi:THI-NT•: The NOA number preceded by the word€t Mitaarli -Da4e County, fla1de, end followed by the expiration date astray be display ;.% in ridvertisitt$ literature. If stray poT ioaa of 9, NOA, io daaplay 1 1 3 Et 01012 'be done in 1443 entirety. 11R33P2CTIIONo t,1 copy ethic, entire NIA shall be provided to the n©er by the artafoctw r n i¢0 dig bu or id atoll be available for pc n-at the job site at the request of the 1 nildieg O tfaciol. Maio NOA ter, into of pave 1 through 7. The ota6r 3¢€d documvstation ter reviewed by Ifxak Zealoaga, n . n 9 . N .1 MA Nod moaanom l;,Il'pft atlon Dot= warm bap rsov all Dom: 3213202 Rice A 0)2 9 NO.163 0002 Wdni:G 7.107 gl'aaO ®2/27/2693 ROOMING A=1433111' ATM CCate Eerrsy: Roofing W1c ae3lQD: L SCCOP2 This xe /icw0 t'ooig system usk Altlumn (Cme Niece) S° CIey Rod T ea, as ananufsetumd by Alan' (IUSA) Mae,. and described in Section 2 of this Notice of Acceptance. For locatiome tivlt re tho PTemuro reguiremenea, as determined by applicable Building Code does not exceed the de¢ims pressure values obtained by calculations in compliance with RAS 127 using the values liate.t1 in soggion 4 herein. The attachment calculations Shall be done as a moffieat based system. 2. IPLIODt)CC iT DESCRIPTION NatzifiaZatOliqy A gicout Algo101tw Attoaa Gate Pie= 'S' L �, l g AA" Tile o 10.5 1/2" thick nominal 3.25" laugh L sue: varier Width: vdes veyitig thickness L.'a 6" = O, 25' I~ Ilett 2" O.05» thick Trim Hsi Clip 2,11 SI IIIT i7 D EVIDENCN; The Cali& for Applie9 ZA3i c g, Inc. The Center tor Applied Eige'i3, Ina. The Conwr for App1ietl Rngims, dac. The Cote? for App1ia.) Enginmitt, Inc. C91mte.Ti Corperution Testing Asphalt ?soinotogy. moo. 1 v91n3►dt Technologies 12:57 MEDITERRANEAN ROOF TILE 3 057572726 xfflusEn (ti3 Morris nes Clay VAL Test ir�roOmee TAS H ill l4i profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive sea applications. TAS 112 Aoc9zooly trim, cloy roof pieces fume at hips, Kekes, ridges and valley tosmtinatiotao. Manufactured for each the profile. PA 114 Tile slip M 114 R. Shaped the clip IsastlikatOnsfr 94 t94 -084 25- 9200.1 Peoject No. N7025 Test 4 DC -7® WITS 520649 CL1 003 -02-02 9162 -03; Appeatt flip Static Uplift Testing PA A01. (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Teo* PA 102 (Quncic -Drive Screws, Bawls) s) wind Driven lksiuu PA 100 PA 102(A) PA 202 PA 102 Ap1l 3994 Moy 1994 Fob. 1995 Cct.1994 May 20¢0 Oo obev 2001 per. H991 s 1102 No.: €201111 A EnpBratio Me Il270.6/07 Approval Them awn2m Page 2 eV NO.163 I @ 3 wi.101:c Zpnl 11'08(I 02 ✓27/2093 12 :57 MEDITERRANEAN ROOF TILE -* 305757272E cnRe `I S{ Radiand Technologies Retlland T ern' nologic° RADA Technologies lledland Technologies INCIVser Engineering, Mier Engineering, lac. 1iallco' Engineering, X. Wnikes Engineering, ing, loc. as alik 7161 Appene fll; Letter Dated Aug. 1, 199a PO631 -01 Calculations 4r©1uL9,i011 Calculations Evoltintion Calculations l;walm. a on, Calculations rivaluation Calculations PO402 8.0 a cIt a .9.4.0.4 Wini'l utmel Testing PA 108 (Nail =On) Wind INinnel Testing PA 100 (Noil -O'») Wind Tunnel Testing ?A 108 (Mortar Set) Withdrawal I4.eei00100 Meeting of air vs. smooth shank nails Aerodynamic Multiplier 25.7183 25 ..7094 25 -7496 25 -7584 25.7804b -8 25- 7804 -4 & 5 25- 7848 -6 Qr? ec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 �o rirA l ore 3.11 Fits classification its floc pr,.aa delis acceptance, 3.2 For etaotter of ®dlaesive se's the applications, a• static field uplift test shall ' peed in accordance with RAS 106. 3.3 Applicrnt shall retain the services of a Miami -Dads County Certified Laboratory to perform qttuleriy test in accordance with TA5 112, appendix 'A'. Such testing shall be submitted w the ]wilding Code Compliance Office fur review. 3.4 Minimum undertayment shall be in compliance wfi the applicable Roofing Applications Standards listed section 4.1 heroin. 3.5 30190 hot mopped underlay sent applications may be install perpendicular to the roof slope unless slated othererise by the underlaytnent material tnanufecturet t publishr ? literature, • 3.6 This acceptance is for wood deck applxcatioffis, Mifflin= deck requirements smell be in c;timplienc® with a, ;'feeble building code. 3.7 1V1ay be installed on slopes 7:12 and grata. �. gNOI A L1LAa1 Oil 4.1 A1mai 'Altura One 'deco S' Cloy Roof Tile and its components shall be instaalled an strict compliance with Roofing Application Standard 1 AS 118, RAS 119, And MS 120. 42 Data Fes Attachment Calculations One 1 '0' Tito Weight-IV (IN) ?110 koala eight MI) end Di petal ®»a (011 9 Length.% (bit) 9.52 Celidth (f3) 0.676 NO& l4e.:62- flI1g.03 i pfratteii Uttar: IVI.6(07 Appesroa11 JDnun 11V12f02 pagEt 3QJ l NO.163 DOW wrInl!Q 7.(107. irablo 40 Atteoodmorat Resistance Expressed se a Moment m Mt (ftel bty For PialI.On Systems 4910 AK to Pat AGROV 'Typo Direct Deck pin 15132'° plywood) Direct ; , ck (MOM 19132" plywood) _ Saga Ono P 0oo 'S' Tito 2 -90d Rift .; Shenk Nek 28.0 41,2 _._ 8.8 12.4 2.8 1 -10d : 73100th or SCC®w Sile0 NO t 2 -10d Smooth or Screws Shank Nails 8.9 0.2 — — 28, _____ 90,2 7 . 3 ik9 /A 22.8 _ 1 08 Screw — — 28.7 _.. 58.2 2 .8 Screws 9.90d Smooth or Screw Shenk Nell Field CII 23.1 23.1 10.0 -- . 1.10d Smooth or Screw Shenk Nail Eave Cli 22.3 22.3 24,0 2 -10d Smooth or Screw Shenk Nails (Field Cli' 27.8 • 38.9 Altus® ell ; See c1I 27.8 38.8 30.1 41.0 - 2 -10d Smooth or Screw Shank Nall Eav8 Ctl . 1 Selritiw With details Ona Oloce' " Tito' 1 Screw with clip (s;t the . hand of the 187,1 4llQ NIA - One Pico "S° Tile' 1 Baer with clip (at the wr®ter courea of tile) 3 5.2 36.2 02v27i2003 12 :57 MEDITERRANEAN ROOF TILE -* 3057572728 ?Me N: Aerodynamic Multipliers - A,�A�'9 X11 A (tt Pee4110 aicl__ A ___ : ,,, _ I ®lrect ®cl'; Appllcatlor>a ;Ors Rem 'S' Tito 0.233 0.274 Button° 5f89© 3 ", 92" Ono 1�16� ©• ' Direct Dec k Direct Deck Direct Deck Bett<ana G Te900 �o ®ratorlw 4'e: 12" M *men ,, :: due to (ars�rl.. - . � 5 , ft.Ib 5 ":12 "' r: 12" 7`°: 12° or 7 dtea Direct satten8 teak -' 9.03 On 8160 . Screw moat be In led to the Inside. nail hole located mares t to th® hu Dock One leco'S' Tile home 2 'tree binuteCtul®a corn ; . ;v ®I car Inst. Batton .utremsnts. 3 Flardble Products Company TlleBond Average wets 1 per patty 90.7 grraml3. Poi ; : m Product Inc, Avert. _ we , h r • tt 8 . rams. illoiroatio a A Resistance , ,g0 r. 7.07. net Valk) : Qttsch (NA (.eststaneo Expressed as a Moment t1,fl, (CAA erg', Ps Adhesive = - _ten c Tile Application RlOp. D90.3 08-an 11 &03 Maptvarit®m 9)ae0: 221110107 Appii ovals IDs ti A2/kml02 Pegg e3og? NO.163 D005 Will ZOE •81.090 02)/27/2003 12 :57 MEDITERRANEAN ROOF TILE 4 3057572728 Polytoart► P oly P Pot oam Pot Pro Minimum Attachment Resistance 08.5 38.7 ...__� Ono PIo©a'S' 7114) LAP. Tobin gQ: Aatitzadaw+mnst Re6lotenoro Expressed ee a Moment o anr VW) for finale � stt�► Adhesslve Set 8 stems 7010 Tile Application Proill to ads 5 Medium an Ei Quit IQ„ PolyProTh. acQmeFlt a .tmoment or 24 rams of Pol Prom'. ttectament Resistants Expressed as a Moment a ill (ft-lh Ger Mortar Set 3 . stems — -- _ Tile A notation Mortar Set ne Profile { On Piece 'S' Tile Attachment Resisten , . 24.50 G. LAMMING All Wes shall bear the Imprint or identifiable marloing of the manuf'acturer's tame or Dora, or following gnatemer : "Miami -Dade County Product Control Approved ". 6. tCTIlLIMG PERMIT QUXR MEN'liS 6,A Application for building permit shad be accompanied by copies of the follol.ving: 6.11UA This Notice of Acceptance. 6. a.13 Any other documents required by the Building Officinal or applic-able building code ire order to properly evaluate the installation of this system. PROFILE DRAWINGS Om Alms 'S CLAY Rom ME IMPOA 14 ®.a Gn =A A )15.0� Itzpirotioaa Dote: A2/16/07 Approval Doc: 12/22/02 A'sge 0 7 NO.163 0006 V4riI1'C l.QD7, 'A1'08(1 02/27/2003 12:57 MEDITERRANEAN ROOF TILE 4 3057572728 N0.163 0007 OLEP t i TIN ONE (9) vesitaw ATTACKEM TO NCR 'OPANISTia e" ME BY A9.9asf91a (TYP.I CLIP DETAILS 2.913' OVERLAP MOVERS P(N P1OLE) GOMM IR TH2 iNgardl KOLE REMEDY TO ma tams; 9 c WE TILE CUP ECK .s NOA Itio4 62-a, ISM li updeatlet D e: 02/16!07 Approval Oats: I2118102 Page 6 049 ndl1:C znfZ •11i.3a1 . 02/27/2093 12 :57 MEDITERRANEAN ROOF TILE 4 3057572728 • 93Pootaa a" ME ST ALTURA Iry�1 CLIP DETAIIILS'(CCN'T) UMW (001,9/3 4UP ONTO NCR) f ii •. 7d(7•flM CUP PLACEMENT SSTAl6 2 a/E" OVERLAP (COVERS PIE NOO) BC.ROW N 4M® INSIDE NAIL FIOd.E NRAREST TO TKO MUI P OR THE 4LE 3. END OF THIS ACCEPTANCE DICK GALVANIZED METAL C61P DECK --^^ Y i 8CRaW N IVO{► A§.03 ES/Oration Dace:130167 Approval Date 12/112/1112 Poge NO.163 0008 lua�s:c 7nfZ •AI.��fl PRODucCT (C`[� ®It, Iww' oc E (ills ` 'AN Ilt Polykarn Prrodaaei, Bred. 2400 Spring-S(tane:bi ur Rend Spring ,TX 773034132 2 Voue application kor Notice of Acceptance (NOA) 'Two C©D9apda)EGeoti Polytta-eGhenae Nom Adhesive under Chapter 8 oil•'/he Code of Miami -garde County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Codas Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or'rnanufacturer °s• plan for quality control testing. If this product or F; tateQaal 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 by CCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0 fI-( 52ll.02 EXPJ11R US: 03/110/2006 MAW COUNTY. FLORIDA METRO - DADE FLAGLER BUILDING B5t1ILDING CO 07tr COMP VANCE OCTFICE METRO -DADti FLAMER BUiLDING 140 WEST MLAGI.Eit STREET. SIJITI: 1601 MiAMI. i'LOR1111A 33030.:5(,;4 (305) 375-2901 FAN (305) 375029011 CONTRA CT0118 11.1147/ A? ONG SD :cO'OCCN (305)3'154527 VAX (393) 375.25Sn CQDPITRAC11)14 &:ii/VONQ:t:BGEt T ' /GOWN CN (305) 375 - 2966 B'AX (305) 375. 39011 0430011/ G' C®a1TU00- teBVM'ORl (903)375-MI FAX (303) 371 Raul Rodriguez C11icf Product Colttrol Division -MS QS ME CQVERSQJEFT 9 E AIIDIDQ'1.1ONA1. PA GES_ [RDls IPECI� ON1n TIONti ll Q1FLDQNG (NMI: & PRO �®r 1rMrQ'TF.F. This application for Product Approval has been reviewed by the BCCO and approved by the Building; Code and Produce Review Committee to be used iii Miaiui -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/200a, rr;0nci5co 3. Quintctna. R.A. Director firliarni-Dade County Building Code CompOi:aa cc Office I acceptant cover pa5e.dot Internet fiassOl saa)tflresJ: paasanarasiter ed JbaollidiouEeoa9e000lian,e000n )'doaeuepagc: BeGG)► : / /wover. beailatira (;c4naleaean9Ene.coao: p© Poems i a'©ducto, IIaac. ACCEPTANCE No. a 011 - 2iI. ROOFING ASSEMBLY APPROVAL aaQe��anr,�: Roofing ;Saal� a Approval Dante :.0taaae 20001, : Roof Tile Adhesive Expiration Date: Maw B000pcs. i ntetdIAR M: Polyurethane L SCCP This approves ll Oypn ® Alld1160 as manufactured by PwOyGaaanma Products, Hate. as dlescaibed in Section 2 of this Notice of Acceptance. For the locations where. the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Apppieati©bn Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Poll/pro@ AK 160. Where the attachment 'calculations are done as a naonient based system For single patty placement, and as an uplift based system for double patty systems 2. MW1IDUC li' IIDESCGR!(P'Ti'RON CJii anraeaGatami it shy icw Polyproe Al -1160 N/A Foaarnpro® R'l 1000 N/A ProPeoltEg 30 Es 100 N/A 2.2 '11 it Il 'rope. traits: ®Cesity COM pressive Stye th `rensi1e Strength Vistter Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 AST`' D 1621 AMA 0 1623 STMT 02127 ASTM E 96 ASTM 0 2126 Twe ftgiGacrat ono PA 101 Is 0.6 ObsJ1l. 113 PSI Parallel to rise 12 PS1 Perpendicular to rise 2,2. PSI Parallel to ri= 0.02 Lbs. />t:t 2.1 Perm / Inch +0.07% Volume. Change ® -400 P.. 2 . weeks X6.0% Volume Chart ve fin 0.lumidity. 2 weeks Product ®escaitptioRsi Two component polyurethane Dispensing Equipment Dispensing Equipa9vem 2' I1 CCennDpilMICO lS anP products nnaawaahactao>resll ley aot-0ne 's: Any Miami-Dade County Product Control Accepted Roof Tile Assembly laving b current NOA which Is uplift resistance values with the use of Polypro A1.1160 coati -0e adhesive. Frank Zuloaagn. 1 RC Product Cowell EXEaaaiant;P b PeOdloaau8o [Po•®clueQs tan ACCEPTANCE No.: ®1- 0521.12 Note: 'The physical propertds listed n&nove are Preseeited aos typical average values as determined by accepted / STM Hest methods and are suabject to awroaoaal a aaaaaaaalaacturing variation, 3. LIMITATIONS 3.11 Fire classification is riot part of this acceptance, Refer to the Prepared Rook' Tile Assembly for fire rating. 3.2 Polypro® Al shall solely lie uscd with flat, low, & high the profiles, 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120, 3.4 Roof Tile onantafactures acquiring acceptance for the use of Polypro AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 901. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AI-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 104 as modified herein. e_1 w F� MS e3• IINSTALLATEON 4.11 Polypro® AI-11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A1-1160. 4.2 Polypro® Al} shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® Al-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed •the uplift resistance detcrtnined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 PolyproiD AH I60 =Nile adhesive and its components shall be installed in accordance with Roofing Application- Standard RAS 120, and Polyfoarn Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator° approved and licensed by Polyfoam Products, Inc. Polyfoana Products Inc. shall supply a lust of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispeaising equipment is required before application of any adhesive. The mix ratio between the "A" component and the °'b" component shall be maintained between 1.0 -1.15 (A) : 1.0 (I3). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH 160 shall be applied with Foaaaapro RTF 6 000 or Pr ®P.ack® 30 & 100 dispensing equipment only. 4.7 Polyprot'a All 160 shall not be exposed permanently to stoat( Frank 'Zuloaga, RRC Product Control Examiner Poistrearn 1f rodaps�, �rzac 4.3 Tiles must be adhered in Freshly si�liilicd adhesive. Tile must be set within 2 to 3 minutes alter Polypro® A1-1{160 has been dispensed. 4.9 Polypro® AH 160 placement and minimuan patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement rioted herein, Table t: Adhesive Placement For Each Generic Tile Prol°ulc High Profile (2 Piece Barrel) Flat, Low, Hille Profiles Placement Detail Single Paddy Wight Min, (grams) Two Paddy 'Weight per paddy iZfdioa. rnnes i #1 35 f�3 N/A #1 17 /side on cap and 341 N/A #2 24 N/A g TileProlule Flat, Low, Hi _h Flat, Low, Hi Profiles h Profiles S. LAli EUNG All IPolyproe AHH60 containers shall comply with the Standard Conditions listed herein. 6. IW ILIOff1NC PERMIT IT REQWREMt ENTS 6J1 As required by the Building Of1cial or applicable Building Code in order to properly evaluate the installation of this system, 4 ACCEPTANCE No.: ®l. -tD l.tpA Frank Zuloaga, RC Product Control Examiner • tocts Yon. 0413 thrGroJt tasPele nerzne Paddy Calraashilli) Undorlivon1 i nalltitrou0 plastic 44414sal U.14 sczree kno atletrvo apron. Qci tatapholeo AbggESIWE kACEMENT DETAgL SBNOLE PATTY Eitre coma at: 1163 adhesive Mon. 4 In. up from natphabe Patick (Oonagi 1C-1 kola riensode Live ceoeuro Dap ado II Race 111111 0 4 1 rare Inchon In contact we rho poe aim O tha Pr Ik/IN N 114 l4t 6/1&3t/c " (ilea I) 2) Torn caws wide down. Pim atilt/Wu 1t2 In. To 1 In. From ouralde odgo of cover tao. Own WWI the tOe. Underlopoone 1 Amoy ts0 Dordee of lessors . come or dle. •etel re second tonne uf Pin IJIII. Ensure Gm nolo? too tad covet to are %oh a ova ans. Goo elazuro ' Imnity 811811 • 5 ACCEPTANCE No. 0g-0521.02 Frank Zuloasa, RRC Prod ooz Control Examiner OplIonal Pentso 11014, krognalInd cdg000I Sheagan3 iNoOvfTrnra�a� �'o� ©¢�tn�¢� >gCle • • ADHESIVE PLACEMENT DETAIL 2 S1Nc PATTY :6 ACCEPTANCE N. o OB- ®.$211.O2 Plait through plastic cement Nall through plastic cement lindedayment Frank &u1odta, RRC Product Control Examiner Neste Eau° clonum grip edge Poi iPoluceWir_tc. titan through plastic cement Eav Course Nail through plastic cement Underlayment 1 Single paddy on top of Me Lave Course Single paddy under tile Singlepaddy between the Ev e Closure 2 tn. I 7 I. medium S ilt paddy ease courso only Fascia Nan through plastic cement 9 In. a 3 In. Single paddy on under- laymenil Single paddy on Sop of tile Single paddy under tllo ADHESIVE PLACEMENT DETAIL 3 D011& E PATTY • ACCEPTANCE No. OR-052 02 Frank ZuRoasa, !MC Product Control Examiner Single paddy tondo Ills Single gddy behratasi the 2 In. a 9 In. medium else paddy a/ye course only Fasela Weephole Ealf0 demo Drip edge flDo�Goaatta Prot_ _g_gsaute. ACCEPTANCE No. C.cncw;tl of this Acceptance (approval) shall bc considered alter a renewal application has been Piled 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 unanulhctun r s name, city, state, 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 thc 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 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 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. 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 Miami -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 bc 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 uscr by the nnanufactumr or its distributors and shall be available for inspection at the job site at all tine. The engineer aced not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall be cause for temnination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF TWS ACCEPTANCE :U Frank Zuloaga, RRC Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /2-9 - qG Job Address It ( _ i�olio Leal Description `` Historically Designated: Yes No s / .) Po vA L Owner's Address Qualifier State # Square Ft. / Tenant Contractin Co. m 4 u tfi li o- i Ij v4- (4, ?fia Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRIC L PLUMBING MECHANICAL ROOFIN9 PAVING FENCE SIGN WORK DESCRIPTION 1C 24i-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. OWNER'S AFFIDAV I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regglating cons cti and zo Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President CARIDAD ROIZ MY COMMISSION # CC 321459 I,'�" pate rwrfters APPROVED: Zoning Mechanical Municipal # Date Building �% t ci , Address Estimated Cost (value) Notary as My Co C.C.F. v D(/ NOTARY Master Permit # 94 '5 S 7 1i2 S SS# Phone 59 "5-t-+. Competency eten # C6 604 Z S i ts. Co. L 3 'r 1 Address Signature of Contra.- _• —_•- '=: , ` r lDAD ROIZ ' PAY COMM!2SION # CC 321459 :+= EXPI7: November 1, 1997 Bonde .'u ?ictury Public Underwriters Electrical uilder Date TOTAL DUE 4 3&).A 6 Plumbing Engineering PERMIT N0. TAX FOOT) NO. .._, STATE OF FLORIDA; COUNTY OF OAOE:, THE UNDERSIGNED hereby gives notice that impro4ments will be made to wain real property, and in accoroarnce Chapter 713, Florida Statues, the following information is provided in this Nonce of Commencement. 1. Legal •escriplion of properly and street looms. u5 O re P . 3l 2. Description of Improvement. 3. Owner(s) name and .address: Interest In properly. Name and address of lee simple Iltlehofder. 4. Contractor's name and looms by Section 713.13(1)(6)7., Florida Statutes. Name and address; CAJA,NutrA ipMtur0 eI QwnN Print Owners Na mi Notary Public Print Notary's Name My Commission Expires. fp, SS 5. Surety:(Payment bond required oy owner Dom contractor, If any) Name and address: , !r Amount of bond 5 fa 6. Lender's name and address � ',5 7. Persons within the State of FIOrio' minced oy Owner upon whom notices or Other documents may Oe served as pro rfas '1 S. In 60milon to himse:l Owner des.gnates Ine I0I10wing personts) 10 . receive a copy of the I.senor's Nonce as pro-�oev •r Section 713.13(11(0), Ftorsda Statutes ( ( A Name and address: C* Lt S to OU A I i C(�fl�iL( 9. Expiration date o! !Pt's Nonce of Commencement (the expiration date 1 year from the date of recording unless a °Inerent bale Is specified, W I /@- .. I Sworn to and subscr'oed before meth,' -J, ay 01 m l 1 - - - - - . ...._.... VII ...UM . • • r SHIRLEY J WALKER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC351835 MY COMMISSION EXP. MAR. 18,1998 4 �a�tti f.: OF FLORIDA, cute OF DAB_E O N11 7 ,;1 ©;s:27if1/ Ohio Po o Cr; p� GI C:0 \. Cr �IF�4i3cd in Ohio p Mica a.) 7Nc.8 ray hanc; and O'Jf°c,cl Seca. M 96R545. 4E162 1996 DEC 06 11:49 Prepared by: Q/wv 41_1 42446, L46 Address: OMNI rte I 17101 .1? w Ft. Ft. v v Deck type: �1. LA.) Of) DETAIL 1 & 2 *Includes Mortar and Adhesive Set Tile Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. /J �/ /( Contractor's Name: �U' I�it (� "� � i /�� U''�� `� � Job Address: ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ rtar-Set Tile) * ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) (Other) ROOF TYPE ❑ New Roof R roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) b Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1): s ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT Fastener Type: a IA) ��"0 ►� SPACING held: 1 2- Perimeter: ( Corner. Page -1 r ' r 1 r a b , 1 r; ' t� kOOF PLAN S" A RidgeVe tlaton? 14L..AN}r Deck ,, Underiayment Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Roo, sLOP& DETAIL 3. Cap Sheet of Covering: Drip edge Page -2 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 Intec,. • : Office Box 2845 3rai Drive .7;-.r.hur, TX 77643 IIAI1 h I)/\ pi: it COM:. •,•;L:! 1)1J C I:L(;lr j OflQJ , NOUCI 0 CLifiCJ „, r application for Product Approval of nte 1201 I - u under Ghap=1 _ -_-_-opolitan Dade County Codc : 'governing thc use of Alternate Materials and types of C onstthic1I. atd =ietely. described in the plans, specifications and calculations as submitted by Factory Mutu2i 7.1•,oration and Underwriters Laboratories has been recommended for acceptance by the 131.111z*rs_ Ca& Departznei lt to he used in Dade- Caiity, Florida-under the specific and standard conditiositaglk- -;;T• • • • • • ••• . . - • • • . • . 7=2oproval shall be valid fora a Period of three years.,•. The Building Codc Compliance Department a:=1;cs _ to secure a product material at any time for . a jobsite or Manufacturer plant for _quality controln=t6 44 -.mt or material fail to perform in thc approved manner, plc Code Compliance Department may rev.saccaTy • -spend the usc of such product,or niatfrial immediately.:: The Building Code Compliance Dcpartm=it..._s.alKz.,:...*:-:. zht to require testing of this product or material should any amendments to the South Florida Builcirera5bc;;;;;; -:•-__;_cd affecting this product or material_ • ft- - --_-xpense of such testing will bc incurred by thc Manufacturer_ • _PTANCE NO.: 94-0211.02 • Gil Diamond, RE_ Product Control Division Supervisor -PLEASE NOTE- TI115 IS r11 C COVERS CET_ SEE ADDITIONAL PAGES FOR SPECIFIC AND G:E.NEF:_ CONDITIONS- BUILDING CODE COMi‘lITTEE , piic:Ition for °duct App:•ow:11 Iin bcco rcvicwcci by the County D 2,nI ■pprocd by (Tic Codc Co::nni:!cc to bc u...:cd D:Idc County, Fi -.c: f0 :lbovc. • -- .• PAL_ U;: (701:Ipli:tncc • • • 1. Eztulsions of Acceptance may bc considered arcr a r:cw application has been fIcd and tn: c_.�`• data test reports no oldcr than tcn (10) years have been re- cv.luatcd. All reports of rc- testing shall bear tilt SC31 sign :turc and date of an cn registered in Florida_ 2_ Any rcvision or change in the materials, usc, or manufacture of the product or process shall bc cz usc for termination• unless prior approval is tented for revisions or change_ 3. Any unsatisfactory performance of this product or process or a change in Codc provisions shall z for rc- evaluation_ 4_ This acceptance shalt not bc used as an endorsement of any product for salts or• advertising pure _ 5_ The Notice of Acceptance number preceded by thc words Dadc County, Florida, and follow us expiration date may be displayed in advertising literature_ • if any portion of the Noticc of At is displayed, then it shall bc done in its cnti s ty_ Product appioyal_drawings. where rcquircd for permit applications, shall be provided to the thc manufacturer or his disc tutors unless'othcrwisc noted in thc Noticc of. Acceptance_ • 7bc =n • not be re- scalcd_by an c inccr.' 7_ Failurc to comply with the Standard Conditions shall be cause for termination of the Approval 1`2121LCEn 1CC:L• YC : � t_ llt ri.`:C ilDiamond. P. Product Control Division Supervisor 1 Gcof Gara5cdiart Director - Systems Development Post Office Box 2E4S — 1212 Brai Drivc Port Arthur TX 77643 SOO 624 -6E32 Product 190 P Bondable Base • Bra i Walkboard Brai/Flex 170 Brai/Flex 170 FR Brai/Flex 250 FR Brai/Flex FR 4.5 • Bmi/Flex 5 Combination Ilasc C N:11ne.,., of Prod ilcz'; iV1-.111(11. 1 m 1,obeled by - A pplic:in Dimensions 3* x 3% Roll weight 18 lbs. Test Specifications ASTM 05147 Roil weight 67 lbs_ ASTM D 4601 Type II ASTIv1D 5147 Roll weight 97 lbs. ASTM D5147 Roll weight 105 lbs_ ASTM D 5147 Roll weight 105 lbs. AS 11v1 D 5147 Y- Roll weight: 105 lbs_ AS 1 M D 5147 Roll weight: 105 Roll wcir,lirf 67 ASTM D 5147 ASTM D 460 Type 1 Product Cot o 0: Product Smooth surface SOS rro---.:-1 m c rnbrT_n e. m in__ 1 90 rein forcem ent_. Type 11 asphalt irnprc_raimated glass fiber basc conventional and modifi built-up roofing. Granular surfaced APPmedEllilt membrane walkboard_ Granule surfaced mo membrane, min_ 170 reinforcement Granule surfaced SBSsalcifiedmitia . membrane with additicarirerant., additives, min_ 170 reinforcement Granule surfaced SBS.rni.-5-x membrane with additio additives, min. 250 grar reinforcement_ Granule surfaced S BS k ' - _ rnernbr2r.c with additior.sr.....a • fiberglass Sinooth Surface 585 rnerilbranc, 111;11. 170 • rein force:nen t. • - :., ype 1 a-,, ,halt ••• Is 1.■)cr 12rnirt2 i'c,1 kr:111 f)::/)cr cor1vcnii :n01 ) I • /4i_ _:- l':i` i );,/. :' .. -- 3 :•--1.c:rd Sc Tcc'" Co.stcr1 Drill Point Scrcw" l_ricDcck. Drill :ice" Plastic Drill Tcc Stainless Stcel Screws Drill Tcc Tap GripT" Concrete Dcck Fastener Flex Asphalt Flex Base 30 Flex Cap'60 G-4 Cap Gravel Guard MB • Insul-Base IntccfPcrrnas.,-las Roofing Asphalt N4Dm iu 1\-41 S Ct ipi rer PA 114 Corrosion rcsistant ._•. (concrac only). Carton weight: 60 ASTh4 D 312 Hot applicd 'z i .: lbs. Type 111 or IV conventional and; roofing, modificdwia_ Roll Wcight: 82 lbs. ASTM D4601 Type II asphalt impr-...:_..-mdcoatcd,: Type II glass fibcr base shcc.t in zb- / it _ ,, .....',1,i'' ' '' •1•=• convaitional and mo i ., ...44. built-up roofing_ ..... ... •1 .- , - - v- . i•- .:- Roll wcight 85 lb_ • ASTIvf D 5147 : Fibcrojass basc shec.i.....a-EuridiSOS" mociifted asphalt .." , • • Roll weight: 105 lbs_ various Proprietary Roll ‘vcighc 67 Carton ‘vci41t: 100 ASTM 0 312 lbs. ‘Jar:ous Proprictary 6 - s 6 - l'o:sprict:sry .1 t‘•li It I 1, • : (:,.1 I v.lt es ti ." scum,: - C g, I A 7 ,, 1 I e 1 7 , .1 1 1 I • ;fro sl.t:i Os s lit: lc:. i'A I 1-1 Nylon insnI.Mon L7,y1).11:71 asrd - PA 114 PA 114 ASTM D 5147 ASTM D 4601 Typc 1 l'olynlit 3 round Stainless stccl, drill insulation lastcncr. Granule'surfaccd SBSi rr- membrane; fiberglass fvletal cdgc gravcl • . flange_ Typclasphak i mpr , - • •, !" perforatcd glass fibcr - uS fl conventional and mo5 • •• . built-up roofing. Hot ;..-pplicd bir a... in - • conventional and rnoeiF-.L--_=?:::--,•-r. - built-up roofin1,-. „.. •• : , Spun aluminum or co-.--..-e-_-_----"d'a.fr-zit.-. with ...... ,, gravel gua:d. straincr _. :.....7.- . - ,- -..•," . . ‘vazer-pf ootinr, scal. A in c fric....;cc1 pitch „:...::: -4-....t bilumen 11.,...-.1ti:lr, cr.- roof pionusinns req.. ire:-..7..- Pfr-yric:Ary )"scr:,:dric:s•( v.:riots': t.„,......../ ,. ■ _--• ___ / )(- Si; Phi-. SI3 Tio‘vi:IGiadc incral Ma..stic 2575 Perrna Poly 135 Perrnavent Preflashcd Lead Jack Quick Pitch '- Quick Pitch Standard, Adjustable, Onc Way Went . . Tough Ply IV Typc 40 Smooth . USE Glass USI Glass Tapered Roof Insulnzion USI Tapci cd Itr.0 101 1;0:ird US 1 P. C 1 ■..00 InS Lai n 5 M g:11101:-. 5 Roll wcight.: 105 Roll weight 72 lbs. various various various vn: ;ow; 11) 3 AS . 1 - 1 D 453 AS1N1 D5147 ASTM D 1117 ASTM D 4397 Typc ASTM D 4586 ASTM D 4586 PA 110 Roll weight 46 lbs. ASTM D 217S Typc IV r . Roll xvcight: 67 lbs ASTM D 4601 PA 110 PA 110 PA 110 l'A 110 • it: :c Tcron: 511S ,;141:1,11cd bOatlial; C.1;) 513S niodir;r11 ■,,• Graruilc mcnibiranc. min C rcin for ccmcnt.. Spunbound roofing kit. Heavy duty fibcr is shcct imprcgnatcd andd oa oth sk. Surf2ccd on the with coaz mineral granules zr-.1 in hot asphaltic coating_ Preflashal vent p .sr2terproofing Proprietary assembly_ - A pourable. polywnc sealant foCasz • . Fibcrglass roof Tapered Tapercil board. - . ` 4 m capping pitch • •t: A two-com poncti: and system for filling 1:)pg pitch .4 )4 Prefabricated foc use is se,a pipc ‘vatcrproofF__f_ Typc IV asphalt .irr-gr.azed glass fat lc: usc in convcntioro: modified bitu=1: built-up roofing_ . , Typc 11 asphalt 2rId glass fiber base for use in - • conventional ant: built-up roofing. 4 1JS! R OC Ro • : s • tP;Iso Roof Li--ii 1:1;0:1 Rout x USIso T. Roof x 4 Insulation Ultra 13asc Ultra Cap Ultra Cap Premier 730 Ulti Ply VI • Usikant-FR Roll weight: 67 lbs. Roll weight: 72 lbs. 102 lb. Roll weight 46 lbs. • • ( PA I I() PA 1 10 -1-3p-c:cd ASTM D 4601 Typc. 11 ASTM D 3909 ASTM 5147 AS1lvf D 2178 - Type . 1/1 - Proprietary : (1 ' 1.. I) L I . .1; .r..■ 1: ;■;•.■■1.1:Iim ■■().1:1. Ty pi: 11 aSp11:11i g lass fiber base conventional ane, buil:-up Asphalt i felt surfaced with s.cd s the top ply in convcn roof • : membranes. Granule surfaccda membrane with ailitii al isttresist' ant • - • • additives, fiberg12. Type VI asphalt int;and glasS for Use in conventiona±:md'saridificti bitumen built-up rooting_ Cant strip made fra=525211 Prod net Dim TCS1 S C t fonS 1)esc:idzon Mi!iox-P various PA 110 — Polyisocyannr foam and comilosi:e insu1atiou. -- ..., Pp-0x various PA 110 Polyisocyanurc foam insulation_ White Line various PA 110 ACFoam-11 various PA 110 Polyisocyanuratc foam _ AthsTPc insulation_ ACFoarn I various • PA tI 0 Polyisocyanurate foam , At17.T.Toderif,, • insulation_ Proems T 01 Producis NI:t1111f:!C(111 011ict - ACFoarn-II Composite vaxious ' . ( • PA 110 - • ' Compositc insulation board_ Anchorbond Fastener PA 114 Insulation fastening _ assembly_ Dck Fast Fastener PA 114 Insulation fastening assembly_ Gripdc:: Fastener PA 114 flexed Fastener PA 114 Insulation fastening 8. - assembly. PA 1 I cncr • Polyisocyanurate foam and Ap2 Co composite insulation_ _ insulation fastening ssembly_ fasteninr; bly. PA 1 t . od t Go n , - Atlas • - - ','...fr_. - :-+7.4 ....-- 4.:, • • Produ=s Con_cl= F. ConszEI Facxs ITW 1 , '; • 97 A lr E 2 various 1- 2 Composite various ENRG'Y 2 Plus Composite Nail-Tite Type R Fastener Con-Tite Fastener Olympic Fastener Glasfast Spiker Fastener GlasFast Fastener Paroc Fa-.tencr various ISORoc various various PA 114 AS i 1) Tyr 1 1 1 PA 110 f1).1:11 itirm1..tt ion. PA 110 Composite insulation board_ PA 110 Composite insulation board. PA 110 Polyisocyanurate foam . insulation_ PA 114 PA 114 A !III 211;1111:1 I 0,11 (11.11 Insulation/lx_s. esheet Nail-Tile )fastening assembly.. - . Insulation fastening Olympic Fasten=. system. Insulation fastening assembly.. PA 114 Insulation fastening system_ PA 114 Insulation fastening assembly_ PA 110 Non woven fiberglass mat insulation_ various PA 110 Polyisocyanerare foam PA I r0.:711 In:,;:nsu tr:0 1:1! ion i2s:: (/1 NR(; •■- N!:G Barriers.1r.. NRG Barriers. - NRG Barriers. Olympic Fasten= Owns Coming Owens-Corning Partek, Inc. (MA X 1:awlizc T11-Fast Fast en cr Fiberglas High Density Wood various - Fiberboard Mopping Asphalt Nails : • * 'A 1 1 PA 1 1.1 PA 1 14 Insulation system. PA 114 PA 110 ASTM.D 312 - Bitumen adhes Types III and IV PA 110 Perlitc insulation board. •Y....nz 1_02 In.sulation 3sscrubly_ PA 110 Fibcr glass roof dation_ generic Wood fiberboz insulation_ ( !• Comrany. Inc. generic . . . - PA 114 .. • Min_ 11 12 corres5en : generic - ..-....: resistant annulx g, shank nails, FF-N710.5-3 Type 1 . : c , oena Perlite Primcr ASTM D 41 Asphalt primer_ generic _ . Rcd Rosin Paper Undcrlaymcnt_ generic . -"•' . _ • Roof Cement ASTM D 4586 General purpose cnt_ - generic Typc 1 2rid 11 Tin Caps min. 32 ga. x 1 Corrosion rcs::-cular gcic discs. teia - food =feel 7increte 1irotts !:,!;iss • l'er:ite l'o!yisocy:uturate Composite Board Vlood fiber 7ood Toncrete g htwe i ght Concrete Tured Gypsum Concrete mentitious Wood Fiber axi U f . -75 psf -75 psf -67 psf -45 psf -45 psf -45 psf Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' 1 0 *: • : • 1 ":- Jghtweight Concrete 7.:mc.iciti-i'S Wood Fiber . ." - ured Gypsum Concrete te: Fire classifications and maximum design pressures do not reference all sceS over- all deck types. Review system listings for design pressures and the Unf. Laboratories.-Roofing Materials Directory for Fire Classifications_ Gil l)troud Ply Sheet: Cap Sheet_ Surfacing: + Crl; I)i cI: O :<< � to r•n ::+Ier plywood wood l�(:u:� c. `:.•<trrn I t'tr ::: (1)= 1i.t.r. ; rnCeh. f:racriC(f All C . :nt:cal and System Limitation:; apply_ Insulation: None Sheet: Bondable Base, Flex 13asc 30 flex Rase 60, Combination Base, 1 SO P 0: _ _ Base applied to the deck tvith approved annular ring shank nails and V, tin caps at a fastener spacing of 9" o_e_ a: the lap, I2 "o.e_ in Iwc = -_ staggered along the center line of the of the sheet in the fii7.1d. Two, or three plies of Tough Ply IV or Ultra Ply VI ply sheet adhered in plopping of approved asphalt at an application rate of 25 IbsJsq. = 15 %_ (Optional) • One ply of. Ultra Cap, or Ultra Cap Permier 730 adhered in mopping of approved asphalt at an application rate of 25 IbsJsq (Required if no cap sheet is used) install one of the following: • 1_ Karnak 97 at 1.5 gal /sq__ 2_ Flood coat of,hot asphalt with an application rate of 60 IbsJsq_ ±2.3%;- plus gravel or slag with an application rate of 400 lbsisq. &- 3001b ;l , respectively_ Note: Consult current UL Directorx regarding fire ratings of coatings_ Maximum Design Pressure: -60 psf_ Maximr:r*t Fire Classification: 'A'_ See General Limitation P2_ Maximum Slope: 3 ":l2 "; See General Limitation g 3_ Specification No.: G - SCUP - G- BSUP -N, G- B4TP -N, G- BSTP -N, M- B4UP -N, M -BSLt 4■- B4TP -N. M- BSTP -N, ECG-84 UP-N ECG - BSUP -N, ECG-13477-N, ECG - BSTP -N, ERA-84 UP-N, ERA - BSUP -N. ERA-B4TP-N, ERA- BSi==7 E-B4UP-N, E- B5UP -N, E- B4TP -N, E- BSTP -N, ALN- B4UP -N, ALN - QSU: ALNt- 134TP -N, ALN- I3STP -N, 730- B4UP -N, 7 BSUP -N, 730- BSTP -N, 730- 170 -I3 4UP -N, 170 - BSUP -N, 170 B4 1 - <r 170 - BSTP -N, G:- 134UP-N, G4- B5UP -N, G 4 -B4TP -N, G4-1_35"17 BF4- 5- 134UP -N, H1:4_5- 13SUP -N, 131 l3:TP -N, I31 -B5T= . 170FR -13 :U1' -N. 1701 1: 135L'P N. 170FR- 13- :TP -N, 1701-R -BS fP -N. (;il I)i.:rnunri 2.5 ; + , i•tinl , ) •1 a ( :cr.cr al l.inlit:lfim) :: i C .u:n nl .� '1:.021 I1)2 All a >phalt :::: Co :11;)1;2 wit :\ \I ti1 1> i? fidcnccracnt:. : \II t)c()lx)).ecl .1•1•t• 1)rOdtICCrs gnu: :t 1)C a;)Ixuvcd by the pc anti ;ien)hly. Fire raring': arr_ dcrern:inrcl 1r✓ .: Cot:ticin::tion of slope. deck , tv Refer tO current UndCrwriierc lioot'ii )elate( )11i Directory of other rue lC$itn!' listed in the testing flIe- mire ratinr,i shall be in compliance with Sections 3401.5 ant; 3401.6 of the South Florida Building Code_ Maximum slope range shall vary for each system; consul[ lntec/Perrnaglas Roofing Systems specifications for compliance with design criteria for each project_ 4_ A overlay /recovery board 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" rtbbons,in three rows, one at each sidelap and one down thc center of the sheet allowing a continuous area of ventilation_ Encircling . of the strips is not acceptable_ A 6" break shall be placed every IT in each ribbon to allow cross ventilation_ _ Asphalt application of either 'system shall be at a minimum rate of 12 Ibslsq__ 5. Any amendments to these provisions shall be in compliance with Sections 203 and :204 of the South Florida Building Code_ 6 Al! work shall be performed by =Contractor licensed and specifications do work in ade • County. Contractor shall be familiar with the details by the manufacturer_ 7_ In re- roofing applications, moisture content in an existing built -up - roof must be in._ compliance with Section 3401.9(c) of the South Florida Building Code_ Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Protocol PA 124 to thc calculated Design Pressure of the roof deck_ 9 - If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used_ 10. Perimeter and comer areas shall have an increase in fastener density for both insulation and base shoot in co :npli :)ce with PA 117 of the South Florida Building Code_ 11. All uerimctcr and n::ilcr n)ctal ;:ruble dCSl 1) shall Conforr.) with DatIc County Protocol PA 11 1 of the South 1'10 :icla Buildin_, Code, ;he n tanufacttrrcrs standard c;ctai! : :• and n:: :y }� E=1aStunf,s tl:a!I be in',t :::loci aCCGnl:nf• to C Zna :u) al)I :rU•:cc( :: e :.pj)I:ed ;:t cold ::t);)I' iva: ad::< avc - :0 o' // (;;I 1)1:11non i ././ / /!'[/ 1•/1 [ 1. .1 rovrcl Ly the: _,;,tt:,, ,.c a,..- , n, :u,ul.�Cturcr. Sh::l! hr suh,n,t;e witi, (hc: Scctzun ll I'cnuit �1ppl,Ca[ 13. Intec /f'crmagla s material shall he stored un end :Intl on a clean. 11a( and dry surface. Consult current i)::dc:rwritc rs Laboratories Directory for tile reyui,cd co.tting for each roo rn,, assembly_ The assembly shall bc ,:,stalled in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification_ — iS_ Asphalt mopping,s shall be with asphalt approved by tilt applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination_ Asphalt containers or bulk tickets shall indicate a CUT, 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_ . 16_ . 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 at an application rate of 2Slbsfsq_ 15% or mechanically attached simultaneously with the top layer_ 17_ Pre- assembled cap nails m onl be used for termination of fully bonded:surfaces such- as. mechanical termination at wood blocking, -head and side laps, and base flashing terminations_ Cap nails shall not be used for the mechanical attachment of a base sheet_ ' 18_ The submission of system specifications and details shall accompany the Section II 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 and installation of all materials shall be the sole responsibility of the contractor. s 19_ All insulation standard panel sizes are acceptable for mechanical attachment. When applied in hot asphalt panel, size shall be 4' x 4' maximum_ 20_ A plastic locking stress plate shall bc used in all two layer foam, fiberglass or rockwool applications xvherc both layers are mechanically attached with a single a ttachrncnt assembly_ 21_ All single layers of fiberglass insulation shall be mechancialiy attached with a locking; plate assembly_ .u:U „I ::c,: 9 i .0' 1 ;rlintr:ll ; >trt f :lrt' /•i f'L� I i(nl; Deck :''LCll : : r 0 : :. M41111.41. :r -N' .. .Air I wI, ,_o :Clu, ^,rr 11 iv • • t. I+I (:K (IL tnA n.,t;C �-. t.IATErtIAL REOUIREMCNTS SPECIE 1CA'noN NO. M-04TP -N (E!i,Nbl.e for 12 Year Prornium Warranly. Zone A) : ,ATERIAI.S: Mechanical Fasteners - aS required INTEC/PERMAGLAS ULTRA BASE 2 - 1 Ply INTEC/PERMAGLAS TOUGH PLY IV -2 Plies INTEC/PERMAGLAS ULTRA CAP Asphalt - as required Accessories and Flashing Materials as required APPLICATION RECOMMENDATIONS ROOF DECK shall be firm, clean. dry and smooth. All membranes shall be applied so the flow of water is over or parallel to, but never against the taps_ iNTEC/PERMAGLAS ULTRA BASE Lap 2 (San) on sides. 4' (10 cm) on ends and tum up to top o2 the cant Nall on 9 (23 cm) centers through the taps and on 18' (45 an) centers along a line 12 (305 cm) from each edge. VALLEYS AND WATERWAYS shall receive an extra layerof TOUGH PLY IV which shall beat least 36 (91 cm) wide and shalt extend at least 8 (20 cm) up the inclines " out of the valleys. set in a uniform mopping of hot asphalt.. optimum of 25 &square (12 kg/m This py shall be laid prior to the appGca>ion.of the roofing pries iNTECIPERMAGLAS TOUGH PLY IV end laps shall be at least . 4 (l O cm) and adjacent end laps shall beat least 12 (305 an) apart-. Install two plies of TOUGH PLY IV in shingle fashion. tapping 19- (48.cm) with a 17 (43 cm) expbsure. Starter strips ofl8 and36 (4.5.9 cm) shall beynsed and . the second full sheet shall be taidamaximamt of 16141 cm) exposure- Embed 1 the full width of each ply sheet. in hot asphalt, optirt(tmt of 25 lb/square. (12 kg/m=). Each ply shall be lightly broomed as it is applied Tum up all plies to top of cart iNTEC/PERMAGLAS ULTRA CAPshall be cut into maximum 18' (5.48 m) lengths. the length depending upon temperature and weather condi- tions, and allowed to relax Embed ULTRA CAP into a uniform solid mopping of hot asphalt, optimum of 25 lb/square (12 kg/m Set neatly in place with 2' (5 an) side laps and 6" (15 cm) end laps_ Adjacent end laps shall be at least 3' (91 rxn) apart There must be complete adhesion between the ULTRA CAP and the mopping apart.. :=" Apply extra pressure to avoid creating open channels. where three or more membranes are lapped. BASE FLASHING: All warranty roof systems must be flashed according to the - Flashing Details". Section 7. All of the Recommendations and Application Techniques set forth in this manual are considered pan of this specification. . ' NOTE TO SPECIFIERS: SUPER PLY ( - SP ") may be specified in Zone A only (See Zone Map pg. 36). To specify, call out specification M- B4SP -N and use the words SUPER PLY in place of TOUGH PLY IV wherever they appear in this speci 6cation. ' Permagla s Bondable Base Type 28. Combination Base. Flex Base30• Type 40 Smooth P CnnavC(II may be subsittuted for U11ra Base. •r .At I I V •t r 1 V 101/ed. 1 v iv fd l . Pty )� I . 1_(: 1 1 q :nl IC l y 1�a 1 ' -� ae �v.�1ti� :'; :� -• tr • +1l ow: r't. V \ ��,��; +��fl�� Iq 111.1 n;.:: \ SI'CCIFICAiION NO. - = (0.9 for 10 Year Standard I MATEPIALS: mechanical Fasteners - required INTEC/PEfMAGLAS ULTRA BASE' - 1 Ply INTEC/PERMAGLAS TOUGH PLY IV 1 Ply INTEC/PERMAGLAS ULTRA CAP /\sphalt - as required Accessories and Flashing Materials as requires: APPLICATION RECOMMENDATIONS: - ROOF DECK shalt be firm. clean. dry and s.at._ AS rmeratrarares s.'• �' applied so the flow of water is over or paraUe1 C 5Ver ags t the t INTEC/PERMAG LAS ULTRA BASE Lap 2 (5 and hum up to top of the cant_ Nail on 9 (23 a:P=4ms throug7Itte �? - on 18 (45 an) centers along a fine 12 - (305 cwllozr each edge. V AND WATERWAYS shall receive an extra layooMUGH PLYP/ hidi be at least 36" (91 cm) wide and shall extend a111 15 - (2Dam) R►th out of tle valleys. set in a uniform moppaaa of hat aspitalt. 25 lb/squ are (12 kg/m This ply shall be poarb the appiLaaon of roofing plies. iNTECPERMAGLAS TOUGH flYilled laps shai 4"(10 cm) andadjaoe <iendlapsshaU beat leaStla) )s ply of TOUGH PLY P1 in shingle fashion. 2 (5 czn)_ loth_ ( 86crn) exposure. Embedthefufwidthofeach t a of 25 lb/square (12 kg/m - Each pity shall be Tektrifaaaaed as t is Tum all plies up to top of cant INTEC/PERMAGLRSUTRA s b into maximum 18191 cm) lengths. the length deprm:fo9ttp«r weather conditions, and allowed to relax: ErntaettLLTRA CAP aa a solid mopping of hot asphalt. optimum of 25 (L • Set place with 2 (5 an) side taps and 6" (15 cm) end4s Adjacent end be at feast 3191 an) apart' There must be ae won bewee+, ULTRA CAP and the mopping asphalt- Apply erm pressure to avid ct open channels, where three or more membrar ae lapped BASE iNG: AU warranty roof systems must be flashes amtafi rg to te Details Section 7. - A l l of the R e c o m m e n d a t i o n s and A p p l i c a t i o n Te c SS se110 :a manual are considered part of this specification_ NOTE TO SPECIFIERS: SUPER PLY ( _y_ eafied it =� only (See Zone map pg. 36). To specify, call o:r.� and use the words SUPER PLY in place of TOLLS PLY appear in this specification- 40 Smooth or Perrnavent may be Substituted lor! ='s' Permaglas Bondable Base Type 26, Combinatcr- = . Flex Fz= 1 7%' • nr.,Af (10()r V!AI1IIlJf rY r... u. rl .�r .- ...+. ••••,••+:•' ..•t..l lno, ti A'n••n:.•jr.. :ln�.Irt•.1o,:,t, U•'.1••/.% ^C.Y CJs. " -.. .. .r . •t /, .a, .. ..... ;',.., 4 . ...vrir( I'1_ Lr\. v, n . rl...r .n... .ly I....e A.. . ......... r .rG' ° ::y . wt.. n... - r... v. r twl rtr r..rA. -.r��1 r.. ;u6.- ....... t-, ul .,..........t•••••; .. - H.,. ut ^J sv n .• !;"''../.....,-..—?....!,-;::: IAi E L n ; , CJ1,1=nrrd 'T ! :.v�'-`G±ti�'c`;�t":: :•rain '�.'Gt-- �- �r87i�;�%'l' same as that for the or.g :nal :nsularion /me■brane ea of membrane and surfacing of mePmbrane shall had for membrane/insulation roofing system. rEC INC_ CORVALLIS - Znde B. 2 londable Base -Type 28; - Combination Base • x - Type 45 Smooth mechanically secured, CIS - - Ultra Ply Vr Tough Pty IV or -Super . • • Sheer. hot .hopped r perhte/urethare composite- gtass fiber or .8y secured a hot mopped - .ndable BaseType 28"; - Combination Base. - Type 45 Smooth, mechar'„K� _cared, sly sheets - - Uttta Ply Vr. Tough Py IV or - Incline: 3 - . • port:re/urethane composite, glass fiber or y secured or hot mopped. .-...: y sheets - - Ultra Ply V1 - , Tough Ply IV or InUinve 3 !able ease Type' • Combing: :on Base - , Type e5 Smooth-. - mechanically secutc.l sheen - - 'Uhra Ply Vt. - Tough Ply 1V or <rl ;e /ulett,<nn Compost . t.b.•, ,r sec,ncd of Nor r. orw -..- • 'Ba,nd..61..' L'a, Typ•• coot. Ply Iv of •ROOUCT (. C:: retie ■.r, n . P'.0 .,. h , ... -.,.,. rd.• In. sAmc As to,' for nr. of m •nor. •o: , And 'nnd so..,.c:r..l o,I., ..nr. ear i e im ger - 1 - t lot r . n eu y re.rnod Incl:nn: S - . nose .n. 'mum th:Ck perf. :e or ..oh/c1 '1 EPOr.I_ r P1(1 or PVC mcn.loa ' c• smrablc foe t� ( R6529 (N) a applied .+riff. the granule sree down as an alter- • 28 - _ - Combination Base. - Ultra ease - (nsu7- n the following Class A. 8 or C systems. Type GI Permaglas -Ultra Ply VI in these systems. Permaglas base sheets specified in the following roofing asphalt in Gass A insulated ar uninsuIat- h coated glass libel mat and surfaced with gray ' r as a bottom layer in the following Gass A. 8 or ._ the insulated systems descn"bed below. Where ate may be utilized as an alternate in the same i2 product fisted be7ow,.. ,_ • bard and 'USIROC Capboard" insulation prod: OdUCI1S fated in a given system ( HOT ROOFING ASPHALT'', • sting - Penns Poly Ply Sheer may utilize any ation isoeyanurate//perhte hot mopped or me- .1 2. LOOK FOR. I.:/;1(K ON I'ROnUCT 111)1)7 COvtItl :Jr7 :.(A7( 111,v _: 17)•./r) 4 :•J liO0 IN(. Sl'S 11 aI (1(.1 (I)__ :nnln,,,,.2 ...t.., :..1J I t r r yr • n 1 :1 1-..,.••., .''U):•a C...7 .. •••■ .. • ha •s .. rr.i t.,.. G 2 r .• ,lI.. ba.� .. . . . f lr.....,...,. -r. r 2s-- ,n . ..'.. U+,.. p.., - 'r..od Bas -. . au S ......th .0 "Tyr . .. „u. .. rh.... . ,. r a U..'d nr 7 rr.no,,j. .. v ... .,,. -.1 Pry 2 1..y.•., ryp.. G , Pern.a si s n _ °UC.a Pl VI - 1 Ply". hoe rr 5... t.c6.g; 7 lay, T G3 : ern �gles - Ul.r, C-4,11 S,. -.a ,.o .-n 12.,t4.: 12.,t4.: C-75/32 3 t5/31 h.aa:.•.: 3 insulnt:on (Opt : ,.,..11: Glass r:be raced methane. pea:le /ore : bane Co.npaIae. Mass horn o p.:.1. :e_ 3 :n , ma, optional taped jo :ncy. n... sec...ed or hot rnopOCd, r Ply Sh..ats: 4 or more layers Type GI Pem.aolas ply shorts - Uhra Ply V1 -- - dough Pl Iv' o r "Super Ply hot mopp G or slag. 8 - Deck: NC 2 Insulation (Opr:on..i6 Grass fiber faced ...ethane_ order /methane composite, glass fiber or pe :t 3 .n, ma., optional taped joints_ mechankagy secured or hot mopped. Surfacing: 1 layer Type G3 Permaglas - Okra Cap Sheet, hot mopped. 9. Dock NC Incline: 1/2 Insulatio. (Optiorn.l6 Glass fiber faced urethane_ perhre/urethane composite, glass fiber or oarlike_ 3 in mar, optional taped joints, mechanically secured or hot mopped. Ply Sheets 2 or more layers Type GI Permaglas py sheets - - Ultra Ply y) _ - Tou g h Ply (V or Super Ply _. hot mopped_ Surfacing: 1 layer Type G2 cap sheet. Permaglas Type 40 Smooth or Type 45/ -v': ' hot mopped. 70_ OecIc 6-75/32 - lndin¢ 2 Insulation (Opt.onatk Glass fiber faced urethane_ per Gm/urethane composite, glass Aber or ' • perfio,. 3 in max_ optional taped toint;,_med.anicalty secured or hot mopped. • 8ase Sheet Type G2 Permaglas base sheet - - Bondable Base Type 28. - Combination Base. - Ultra Base - Irani -Base .-Type 40 Smooth or Type 45 Smooth mechanically secured. spot attached or hot mopped Ply Sheets 2 or more layers Type G 1 Permaglas ply sheets - - Uhra Ply VI Tough Ply IV or - Super Ply hot mopped Surfacing: 1 layer Type G3 Permaglas :Ultra Cap Sheet hot mopped 11_ Doric C-15/32 - a IncGnhec 2 - : - . . Insulation (Optionadt Glass fiber faced an!Mane per8te/methane composite. glass fiber or Parke. 3 M. ; ma optional taped joirstrornecnically secured or lei mopped. . Pty Sheaf= 4 or more layers Type 6.1 `Pbnag ply sheets heets - Pty VI Tough Pty IV' or _ - Supt•1 Ply : hoi mopped; . , -� Surfacing 1 layer Type G3 Permagfaa Cap Sheer. hot mopped. - 72 D.dc 6-15/32 Indite l/2' _ Ins:AZat on (Option** Glass fitter faced urethane, perk composite., glass fiber or • perGte. 3 in. max. optional need la:at; mechanically sectred or hot mopped . - Base SAset Type G2 PermiglasCense sheet - Bondable Base Type 28 - Combination Base: Zlhra Bpe : "1a i8ase _ - (Type 40 Smottt- o or — Type 45 Smooth; mechanically secured_ spot a or hormop , -Ply Shearer 1 layer Type GI Peitoaglas ply sheetti - "Ultra Ply VT. - Tough Ply IV or - Super Fly hot mopped_ • Surfacing I layer Type G3 Permaglas - Ultra Cap Sleet . hot mopped, 13_ Dade C-15/32 - - - lndrhac 2 Insulation (Opt:one* Glass fiber faced peYGte composite_ glass fiber or pert te. 3 in. ma; op. tional taped joints; merihan(cally secured or hot mopped. Base Sheet Type G2 Permaglas - base sheet - - Bondable Base Type 28 Combination Base - Ultra Base - _ -lnsul -base _. Type 40 Smooth or Type 45 SmootA mechanically secured. spot attached or hot mopped Ply Sheets 2 or more layers Type GI Permaglas ply sheets - - Ultra Ply VI Tough Ply IV or Super•Ply , hot mopped Surfacing: 1 Byer Type G3 Pemtagias - U a-a Cap Sheet, hot mopped_ 14. Deck C-15/32 Incliner. 1 Base Sheet Type G3 Permaglas - ultra Cap Sheet na:kd- Py Sheet One or two plied Type G1 - Perm. Gras Surfacing:Type G3 Permaglas - Ohre Cap Sheet. 15. Deck •15/32 - ' ' - .. incline: 1/3 Insulation: Glass fib faced urethane, perlite/urethane composite. glass fiber or oarlike. 11/ 16 in- min_ 0060na1 taped joints; mechanically secured or hot mopped. Base Shaer (Optionark Type G2 Permaglas base sheet - - Bondable Base Type 28 - - - Comb: nation Base. - Ultra Sax. 9r.sJI8.. , Type 40 Smooth or Type 45 Smooth 10,072.20(0.7. e ly S<curcd. spot attached or hot mopped,": - - Fly Shoots: 2 or more layers Type G1 Permaglas ply sheets - - (;Ara Ply VI - , Tough Ply IV n Super Ply, hot mopped, r Surfacing: 7 layer Type G3 Permaglas - Uhra Cap Sheri hot mopped. 16. Dick NC - • • Inct :r.e: 1 Insulnt:w. (Op t ;onelk One 01 moos faynrs of the following or comb:na;:on of rho toho..:ng any rh:ekness: Iroly:so0yanw ' , grass hoer p•:+1;, w . -roncl I:t,er_ PPly n Shut Co o mwe phersof - Parma Poly Ply 5 .. sir r . n ; . .02.7 :,g asphalt_ - sD..nhor poly* , /eft : nb.xfafcd :n Sot t.c%.g: C/ ... o out ..rd atom.. er 400 C,:/„1 car al.,g et 300 Ih : ✓s n h or to .•ly 1,41 C : or ruo. np asphalt 1 7 D.•ck C-16/3? 2/7 Ply !:f.....: On, of ,,,,,, /.1:. t ri of - Pe.. Y oh nr fine e, nbu. npy .. <sr n. mein t rm .f rl.n(: ,ph.rlt _ _ Smtecing, 6-,ave • n rmshed stone .....•.1 el SOO hr: /so -.pomp, :n a fh,uaJ c t. 1 • Date Time Type Insp'n Permit No. Name / Address �^�` Company Phone # For Inspector: Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTM 305- 795 -2204 Building Inspection Regtz 4 y �' �'/ Name & Date MIAMI SHORES VILLAG BUILDING DEPARTME 305- 795 -2204 Building Inspection Request Dates/7/ D Time Type Insp'n.Q A . _ ,_ , y, 6 Permit No. Approved Correction Re- Insp'n Fee ) Name q l Address l O • g . l l Compan Phone # For Inspector -S O / 3 J3 Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date_, Type Insp'n .,r, s /` s ' • I - � �J Permit No. Time Name Address ., ., Company Phone # For Inspector: f Approved Correction Re- Insp'n Fee Name & Date . PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description Owner's Address /20,S' A) . . 1 I Te yyr, e State #RC0058627 Municipal #2078269 Sig Dat Notary as t Owner a My Commission Expire FEES: PERMIT 16 APPROVED: / Lessee / Tenant * or Condo President RADON * * Date y ^ to , -14 Job Address )J.°,c k,, Qualifier CARLOS AROCHO SS# Competency # 17889 ax Folio :s— Ac1).4 Notary as to My Commission * Master Permit # 7(., "�.. Phone ' 7 5 / - 7 ' c ) Contracting Co. QUALITY ROOFING CONTRACTOR, INC. Address 251 N.W. 99th STREET Phone (305) 751 -0382 Ins.Co. Architect /Engineer Address Bonding Company Address, Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN WORK DESCRIPTION t3: AS [k SC, Sie.ee - F I4 ink-Le On . pi.es to Ft be,c N e ewt s (N ek :si - -t & ,,e$ ( ect e.s c c , pay v 4 {)1 L 1.44 c:A ga)f ' ern 1-; r) ,. Square Ft. � i �, Estimated Cost(value) 4 ) .F;c: 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 don, in complianc• h all applicable ahl regulating construction and zoning. Furthermore, I authojze th •ove -named conntract° to d4tt e work stated. Signatu a of Contractor or Owner- Builder Date: T Cv . `I S ontractor or Owner -Buil xj44.4, • MARYLOU HERNAI DEZ ;.. 111% ;.: MY COMMISSION N CC 324212 • 4;4' EXPIRES: October 10,1997 . Vary Public ti1,detwt tars C.C.F. NOTARY TOTAL DUE . .0 1,' ,5 5 Fire Zoning Buildin Mechanical Plumbing Engineering Other Electrical Job Address: /2 S ,J..,E. 9/ Tomi, Contractota /,f� - Process No. APPENDIX 'E' GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 123.01-166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS rd),1 erS , l�ta, /1- (ip g ec O3 . Ems-Li-6,J ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: D 05 E I c) - Terr•■. Contractor O(, j; 1 ili R)J 2) Process No. ( Check one of the following ) Recover Re -roof: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: LA3 onri. (Briefly describe ) Insulation: V.9 �, 5 aJP.r�s - L1 IS 0C (Type, size and method of attachment, if applicable ) Base Sheet or Ply: Crl s ( Type and method of attachment ) New Construction K la N P 1'.r_g 04" C r.r k B CI , Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address: Iz[ac �., E. q p T, ,ContractorQ Jo4 R r Process No. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method of attachment) ltAirn%rl rv, uP l ec+ C e f}S7 0 ci S� Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: I ,1,E ail J Tom► , Contractor Built -Up Applications and Modified Bitumen Systems Page -4 a e, Process No. r 1 T inches T inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: PiOta t ve-5�.y-►e I/ jJapprica6le) Bonding Material: � r �S b ( , Ply Sheet(s): � Bonding Matmal: 2 Fastener: (ifbo. shoe met . auaehed) Base Sheet: RC. Shea-S_ Bonding g Material: 1 — q \ ) (f base ' eerbonded) T 119 Fastener: 10 O IN (iJlop insulanoellayer much. auachrd) Top Insulation Layer: 7" 66q- (if applicable ) Bonding Material: 01 A (if lop inrulanon layer bonded ) t a l\— Fastener: 1a t rttc. (if i.wlanon 10 Ca. much. anached) �= Insulation: /�. 6V. 5k Dr,, +y Bonding Material: Q.: ! A— ( If insulation bonded ) Vapor Retarder. kir 6 1 A- r t./applicable) ) Primer: 0 1 Pr applicable) DECK: Type: I.A OO CIL Gage or Thickness: p ( Density, if concrete deck: • Job Address: 1205 .t) . q f 7, Contractors, C -h oc Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: 'Pe/VI Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: 17 ns /,E. ) - ContractorQl,a$t.( Pirb, Process No. PER]METER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood. blocking attachment. Gravel Stop/Drip Edge Ga ;L( ci Fastener l Spacing: 1 .1 o.c. Clip Type: Clip Gage: �� Deck Type: ld) 00 ,- Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: 1)' Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: f),05 10..e. 1 1,(A Contractor PERIMETER DETAIL #5: 'Other' Detail Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: i of 1 0.E_ ci 7, Contractor ,, 4- d- Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 - 88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: _ Y Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 4,205 a L E 9 / te a . . - Contractor Q,, / - � � R eon a-cd c . Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7 -88 Fact Sheet Attached ) r \ Vi' c,c,.. r \ BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page-9 Job Address:. Contractor Process No. Reviewed Details ?: Notes: -- FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Built -Up Applications and Modified Bitumen Systems Page -10 Y N fob Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner .ac nv'uNVC MEE ttj• 1L GS Roofing Products Company, Inc. 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Your application for Product Approval of GS Built -tll) Roofin? Products under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set fonh herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material Fail to perform in the approved manner, the Code Compliance Department may revolve, modi.. or suspend the use of such product or material immediately. The Building Code Compliance DepanTnent reserves the right to require testing of this product or material should any amendments w the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Ivla:tufacturer. PRODUCT NO. : ACCEPTANCE NO.: EXPIRES: JUN 0 6199-7 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CON DITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the tvletropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee w be used in Dade County, Florida under the conditions set forth above. APPROVED: ' j1_6 jilt) METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO.DADE FLAGLER BUILDING 110 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1553 PRODUCT CONTROL, NOTICE F FAX (305) 375.2908 O ACCEPTANCE Gil Diamond, P.E. Product Control Division Supervisor Charles Danger, P.E., Direct Building Code Compliance Department Metropolitan Dade County NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade Counry, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for t ermination of the Approval. 1 Diamond, P.E. roduct Control Division Supervisor Applicant: GS Roofing Products Company, Inc. 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Sub - Category: Type: Sub -Type: Product Control Notice of Acceptance Roofing System Approval Membrane Roofing System Built -Up Roofing Conventional Fiberglass /Asphalt Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights SC 29405 803 744 -7451 Product Control No.: 94.0323.43 Approval Date: taJUlt 0 .6 I g Expiration Date: _JON 0 6 1997 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential, commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing Products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty inforrnation through regional offices. For the South Florida ivletro•Dade area, call I -S00. 777 -2563. Product Pyrox ACFoam -II various Hy•Therm AP various Hy•Therm Nail-Line various Anchorbond Fastener DekFast Fastener FM 30, FM 60, FM 90 Fasteners Nail•Tite Type A Fastener Nail.Tite Type R Fastener Gripde.k Fastener Hexua Fastener Trade Names of Products Manufactured by Others Dimensions Test Specifications various PA 110'• PA 110 PA 110 • PA 110 • PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 Product Description Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation with nailing surface. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Base ply fastening system (for lightweight insulating concrete only). Base sheet fastening assembly for reroofing. Base sheet fastening assembly for reroofing. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with p Gil Diamond, P. Product Control No.: 94. 0333.43 1vlanufacturer Apache Products Co. Atlas Energy Products Celotex Corporation Celotex Corporation Construction Fasteners Construction Fasteners ES Products, Inc. ES Products. Inc. ES Products, Inc ITW Buildex ITW Buildex Roofgrip Fastener _ _ PA 114 ISO 95+ various PA 110 Polyisocyanurate foam international Permalite insulation E'NRGY'2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. ISORoc various PA 110 Polyisocyanurate foam and NRG Barriers, Inc. rockwool composite insulation. Con.Tite Fastener PA 114 insulation fastening Olympic Fasteners assembly with plastic and steel stress plate. Olympic Fastener PA 114 Insulation fastening Olympic Fasteners assembly with plastic and steel stress plate. GlasFast Fastener PA 114 Insulation fastening Owens - Corning assembly with plastic and steel stress plate. Paroc various PA 110 ' Rockwool mat insulation. Partek, Inc. tlulti•M1ax various ESI Fastening Systems Insult Fastener Rawl Drive /Spike PA 110 Polyisocyanurate foam RJ'VIAX insulation. PA 114 PA 114 PA 1 14 steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Product Control No.: 94. 032143 ITW Buildex SFS /Stadler SFS /Stadler The Rawlplug Company. Inc ' ' Faztene: :0...Y1plug Fastener r Fastener • x2 • 1 emuis:on Husoc iZoof 3" min flange PA 11 PA 11.: k• PA 114 A A 525 Density Wood various PA I11; Type AST 1) .15136 Type I pA Iu iri,uHtijn ; with plastic and steel stress rilate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. 26 ga. corrosion resistant edge inetitl for system ; termmution • \Vood fiberboard insuiation. • l l: ' m • :rs "rru-Fast D 312 Bitumen ASTN1 : • .11 .:-.spnalt based root pnitl...r. A STN • ; 227 Roof Coming. genern: PA 111 Fiber glass roof insulation generic ASTN1 •.; , 156 or A trowel-grade, cutback generi.: ASTN1 .; 2822 bitumen cement mixture including inorganic fibers and mineral stabilizers. gcnerp.. Flashing cement RoulCoating. Gil Diamond, P. • Ttle 14t.. luu Inc. ; ;Crle:'11: Pulite insulation bo• e tier / "'" Product Trade Names of Products Manufactured or Labeled by Applicant Dimensions All Weather/Empire Base 36" x 72'; Roll Sheet weight: 86 lbs. Black Diamond Base 36" x 75'; Roll Sheet weight: 75 lbs. FlintGlas® Mineral Surfaced Cap Sheet 36" x 36'; Roll weight: 78 lbs. FlintGlas® Premium Ply 36" x 180'; Roll She Type IV or VI weight: 40/55 lbs. Flintglas GTS Flintlastic FR -P Flintlastic GMS Flintlastic GTA Flintlastic STA GIas3_ser 1 Bose Sheet 39-3/8" x 34' 2 "; Roll weight: 100 lbs. 39.3/8" x 33' 3 ": Roll weight: 105 lbs. 39.3/3" x 33'; Roll weight: 90 lbs. 36" x 10'S':'Itoll weight: 69 lbs. No. 15 Perforated Felt 36" x 144'; Roll Test Specifications ASTM D 2626 Organic asphalt coated felt. ASTM D 1970 ASTtvl D 3909 ASTM D 2178 Type IV or VI 39.3/8" x 24'9 "; Roll ASTM D 51=17 weight: 92 lbs. 39-3/8" x 34'2"; Roll ASTM D 5147 weight: 105 lbs. ASTM D 5147 ASTM D 5147 ASTivl D 5147 ASTM D4601 Gil Diamond, P.E. Product Control No.: 94.0323.43 Product Description Inorganic glass fiber SBS asphalt impregnated and coated with fine black mineral particle surface. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Inorganic glass fiber asphalt impregnated ply sheet. Torch applied, granule surface SBS modified polyester membrane for BUR flashing. Asphalt adhered, granule surfaced SBS FR modified polyester membrane for BUR flashing. Asphalt adhered, granule surfaced SBS modified polyester membrane for BUR flashing. Torch applied, granule surfaced APP modified polyester membrane for BUR flashing. Torch applied smooth surface APP modified polyester membrane for BUR flashing. Type 11 asphalt impregnated and coated glass fiber base sheet for use to conventional and modified bitumen built•up roofing. ASTM D 226 Organic a alt saturated felt. Static Asphalt Fibered Emulsion Tin Caps ` Metal • Roofing Nails min. .134" x 1'/4" PA 114 min 32 ga. x 1 5/8" 0" ASTtvl D 1227 Corrosion resistant generic deformed roof nails. Roof Coating. generic Min. 32 ga. x 1 5/8 ".2" corrosion resistant circular discs. generic Product Control No. 94.0323 43 min. 26 ga. 12" ASTNI 1) 525 gals. metal valley flashings generic wide gals. metal valley (lashings Gil Diamond. P.E weight: 55 lbs. Product Control No 9:!•u323. <13 Premium Flex•1•GlasT 36•' x 72'; Roll AST NI D 4601 Inorganic glass Fiber SBS asphalt Base Sheet weight: 90 lbs. impregnated and coated base sheet. (Mira Flex•I•GlasT" 39.3/8" x 50'; Roll ASTM D 4601 Inorganic glass fiber SBS asphalt weight: 90 lbs. impregnated and coated base sheet. Yosemite Mineral Surface 36" x 36'; Roll ASTM D 249 Organic asphalt coated felt with granule Cap Sheet weight: 69 Ibs. surface. Agency I c'0 Tcst Identifier Test Name/Report ei.t Test „oils 2013 Physical Properties FNIRC 1994 CurrentInsulation (Hio'.•".;•'• 1:tquireplcnii. Approv Guld !993 L.Viyliance Product Control Nu.: 9tItti32,■.:1 Insulation Types: Wood fiber Fibrous glass Perlite Polyisocyanurate Composite Board Rockwool Maximum Design Pressure Material Design Pressure \Vood -60 psf Steel -55 psf Concrete -75 psf Lioht`veight Concrete -45 psf Poured Gypsum Concrete -15 psi Cementitious Wood Fiber - 45 Maximum Fire Classification Material Classification \Vood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A Poured Gypsum Concrete Class 'A' Product Control No . 94- 0323.43 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. Gil Diamond, P.E. 9 Anchor sheet: SYSTEMS Deck Type 1I: Wood, Insulated, New Construction' Deck Description: 19 / )2 ' or greater plywood or wood plank System Type A: Base sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Laver Type Detail No. Per Board Density One or more layers of any of the following insulations: Approved Type(s): AC -Foam I, E'NRG'Y 2, E'NRG'Y 2 Plus Minimum: I" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Multi -Max Minimum: 1" x 4' x S' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber Minimum: ''' /" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Faroe Minimum: Y.," x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite Minimum: 'A" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: '/ "x4'x4' N/A N/A Product Control No.: 94- 0323.43 N/A N/A Note: All insulation shall be adhered to the anchor sheet in full rnoppings of hot asphalt at an application rate of 25 lbs. /sq. ± 15 %. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. All Weather /Empire, Flex -1 -Glas or GlasBase base sheet applied to the deck with approved annular ring shank nails arid tin caps at a fastener spacing of 12" o.c. at the lap staggered in two rows 12" in the field. e sheet shall serve as anchor sheet for attachment of insulation. Gil Diamond, P.E. 10 She:t: • :nstall one ply Al! Weatherir,inphe, - - .!ireetly over the top layer of insulation. AclIter.: ir:opping asphalt at an application rate of 25 lbs./sq. lr base applied directly to polyisocyanurate insulation, only a application as detailed in this approval is approved; see General ;,iinitation Two, three, tour or five plies of FlintGlas or 1;15 Asphalt Perf., sheet adhered in a full mopping of approved asphalt at an applie:*on rat rosisQ. 15%. If ply sheet is applied dir:• tO polyisocyarwrat: only s;p0t or Strip iippliCati011 aS detailed in this appro\ial ap! see General Limitation #1. ■)ne ply or .linti„.ilas :t!I •-15 C;eneral Limitation 2. ............. Sicpe: S:e General r,vo Fibereci . ,: ot •:‘ surfaced wi I gal./sq. Sta-Kool non-libereu .•*1: fibered APOC No. 212.. 2. Flood coat of approved Type 111 asphalt with lbs./sq.; plus v.ravel or slag ;it apc.)1:cation c:•• •101'. 300 Ibs./sq. re :;.)ectiviv. pr • ! ! SPEC. .NO. EM.S-4-W . ,.• • .••.' so •• • .•.. • For:use:over.nallable decks • .• . • ...4. : • ••••••••• embrane GLASBASE base sheet and two plie?of•FLINTGLAS PLY SHEET, emulsion surfacing and reflective coating: SU mmary. of Materials: Per 100 Square Feet GLASBASE Base Sheet (iply) .. It);. FLINTGLAS Ply Sheet (2 plies) . . 16 Type III Asphalt Moppings (2 @ 25 lbs ea ). Emulsion Surfacing STATIC FIBRATED (6 gals. Diy) ......... REXKOTE-SPECTRA® Reflective Coating [11/2 gal. Dry) 9 lbs. Approximate Total Finished Weight 12.5 Ibs. gard Pre- .1 or hot •t I "Flintg- gard Pre- !ecks and below In 8 gal /sq lnteously trder. Premier ", era Sur- e sheet. d. irder. Premier ", feral Sur - sheet. .d.) jrder. Premier ", sheet. glass fi- s 8 gal /sq 3nteously 8 gal /sq .f 3 nteously ROOF COVERING MATERIALS (TEVT) 263 ROOFING SYSTEMS (TGFU)— Continued Class B Deck: C -15/32 Incline: 1 Vapor .Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre- mier, polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: One or Two layers of Type G1 "Flintglas" ply sheet. Cap Sheet: One layer of Type G3 "Flintglas Mineral Surface" cap sheet. Deck: NC Incline: 1.1/2 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or 'UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre- mier, polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type G1 "Flintglas" ply sheet or Type G2 ••Glasbase'• base sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Deck: C -15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre- mier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type G1 "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 9 gal /sq of "Monoform Compound" and 3 Ibs /sq of "Monoform" glass fiber reinforcement. Surfacing: Any "Reflective Top Coating" as listed above. COMBINATION HOT AND COLD SYSTEMS •Any one of the following Reflective top Coatings may be..applied• to" the'systems. indicate below in the quantities, per square listed for each coating. a.) "Sta -Kool" Aluminum non-fibered---1 gal /sq (\ : j ( (' ;;\ C b.) "Sta -Kool "Aluminum fibered —1-1/2 gal /sq L, , r I- c.)APOC "No. 212 Fibered Aluminum " -1.1/2 gal /sq • Class A Deck: C- .15/32' Incline: 1 r r ; •!, ; ; r. �`? f All joints blocked with 2 x 4's. Base Sheet: One layer Type G2 "Glasbase " base sheet. Ply Sheet: Two layers of Type G1 "Flintglas" ply sheet, or Type G2 "Glasbase•' base sheet. Protective Coating: 6 gals. per 100 sq /ft. of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. Deck: C -15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre- mier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Three layers of Type G1 "Flintglas" ply sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. . (Maximum slope reduced to 1/2 in. in 12 in. when non - fibered aluminum coating is utilized.) 3. Deck: NC Incline: 1.1/2 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers .or combination of the following: "Ultragard Pre- mier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 , "Glasbase" base sheet. Ply Sheet: Two layers of Type 61 "Flintlas" ply sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. Deck: C -15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or 'combination of the following: "Ultragard Pre- mier", polyisocyanurate perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type G1 "Flintglas" ply sheet. Protective Coating: Min. of 9 gal /sq of Monoform Compound and 3 lbs/sq of Monoform glass fiber reinforcement. Surfacing: (Optional) Any "Reflective Top Coating" as listed above. Class B Deck: NC Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre- mier", polyisocyanurate perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type G1 "Flintglas" ply sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. MAINTENANCE AND REPAIR SYSTEMS Class A, B or C Deck: NC Incline: 3 Existing Roof System: Class.A, B or C covered with: Insulation: "Ultragard Premier" or polyisocyanurate, nailed or secured with hot roofing as- phalt, coal tar pitch or coal tar bitumen. Base Sheet: Asphalt organic, asphalt glass fiber, coal tar felt or asphalt organic /glass fiber ply sheet combination, hot mopped. Surfacing: Gravel. Class A Deck: C -15/32 Incline: 3/4 Existing Roof System: Class A, B or C (gravel may be removed) covered with: LOOK FOR MARK ON PRODUCT lc- Owner's Name and Address / UrS2 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement in ene 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 pragreu of the work. Registered Architect and /or Engineer ,,:,, ,t.•••.,.• tr.tnntn.r �.��. x-nt. / N� _.. Name and address of licensed coneractor..../.:l..�,� ... �I .» »'J./allt• C ep 1.. ..� ».�l!!�/ •Z a .,~�,37‘ Location and legal description of lot to be built on: Lot Block Subdivision / Street and Number where work is to be done /2 D.( JF _ _91_ 1:42g...... _ ._ _. ._ State work to be done and purpose of building (by floors). .! »� » �__...._ .... .�. .... ,19.._._ ........._ _ No... /e2 Q,C . Street._.. 7/ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of ndation Roof Covering.. ,l�E:�Cl,.�... Estimated Total cost of improvements $ 0.0 0 y 0 ° Amount of Permit S. .. " Zone cubage required plan Cubage Distance .to next nearest building. Size of Building Lot \faxiunum 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 Leber under the Florida %Vorkmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, P r anent Slip rlesuent, oyed by him ublic notice under this and has complied with the provisions thereof, and will require similar compliance from all contractors in the work to be performed under this permit; and will post or cause to be posted for inspection or notices as are required by the Act. The undersigned agrees to employ only such subcontractor permit, as are licensed by Miami Shores Village. Remarks ».. __._.__ (Signed)_.._ ...... _ Disapproved ... �» ' ... :.... `' Date (Signed) Building Inspector Chairman _ s1crr,ber Member.. .. _.....__....._ ...._ Council Approved Date My Commiuion Expires PLANNING BOARD DATE u • actors en e of the work such rk to be performe STATE OF FLORIDA, t COUNTY OF DADE. j ss. 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 true. Permit No. Date 5 ' Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 rv- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials ants /or workmanship.